APPENDIX J
Design Example 8 — Embankment Over Clay Over Rock Using PileAXL
Table J1. Budge and Dasenbrock (2016) MN 74551 data.
Pile Material | Steel |
Pile Shape | H-Pile (HP12x53) |
Pile Width [in] | 12 |
Pile Height [in] | 11.8 |
Pile Web and Flange Thickness [in] | 0.435 |
Pile Area [in2] | 15.19 |
Pile Embedded Length [ft] | 52 |
Pile Modulus [ksi] | 29000 |
Top Load on Pile [lb] | 0 |
Number of Pile Increments | 52 |
Soil Compression Ratio (Rc) | 0.033 |
Soil Recompression Ratio (Rr) | 0.005 |
Depositional Environment | Normally Consolidated |
Ground Water Table Depth [ft] | 0 |
Fill Height [ft] | 29 |
Fill Unit Weight [pcf] | 120 |
The data for the design example that is contained herein were obtained from Budge and Dasenbrock (2016). Specific information related to the piles for the Minnesota 74551 bridge is included in Table J1. The MN 74551 bridge was constructed as a grade separation/overpass for an existing railway line. The soils at the site were normally consolidated and the settlement resulting from the overpass fill was of concern for drag load and downdrag development on the abutment piles. The piles that were driven at the site were HP12x53 H-piles (width=12in, web thickness=0.435in, pile area=15.19in2). The piles were driven to an embedded length of 52 feet with an additional 30 feet of stickup to protrude through the embankment fill. At 52 feet, the piles were expected to encounter a rock bearing layer (Figure J1). Downdrag and drag load prevention methods in the form of corrugated metal pile sleeves within the fill were used. Several of the piles were also instrumented to investigate the amount of reduction attributed to the prevention methods. Method A (flow chart provided on next page) as proposed by the NCHRP12-116A team was employed.
Step 1: Establish oil data
The undrained shear strength was correlated with the N60 corrected blow count values using the atmospheric pressure, pa=2116psf (Equation 1). The soil layering was developed based on the observed SPT blow count values and the obtained moisture content profile. An undrained shear strength value is presented for the rock layer below 52 feet instead of an unconfined compression strength because the Ensoft TZPILE(Ensoft 2021) program does contain pre-programmed t-z and q-w curves for rock.
Eqn. 1 (Kulhawy and Mayne, 1990) |
Step 2: Determine soil settlement
Similar to Design Example 1, the amount of expected soil settlement is determined using consolidation theory. The soil settlement profile shown in Figure J2 was created by discretizing the soil into sublayers (52, 1ft thick layers) and then calculating the amount of settlement within each sublayer resulting from a non-symmetric 29ft thick, 28.7ft crest, 59ft base embankment fill (Figure J3), with a unit weight of 120pcf, being placed on top of the two-layer clay soil profile overlaying the weathered rock layer and parent rock. The irregular shape of the embankment was attributed to the existing railway right-of-way on the left side of the embankment shown in Figure J3. Equations similar to those used in Design Example 1 were used to determine the soil settlement. Two differences were observed between the soil settlement calculations contained herein and the soil settlement calculations in Design Example 1. These include: 1) the embankment is not symmetric about the center therefore influence factors for both the left and the right side of the embankment must be determined as a function of depth, and 2) the compression and recompression ratios were used for the settlement calculations instead of soil modulus values. The equations used to find the influence factor (I) are presented in Equations 2 through 4. The variables required in Equations 2 through 4 are presented in Figure J3. The amount of settlement was determined for each sublayer using Equations 5 and 6. The z, σzo′, α, I, ∆σ, σzf’, and δ are presented in Table J2.
Eqn. 2 |
Eqn. 3 |
Eqn. 4 |
Eqn. 5 |
Eqn. 6 |
Table J2. Parameters used to find soil settlement.
Layer Depth | z | σzo′ | α1,L | α1,L | IL | α1,R | α1,R | IR | Σ(I) | ∆σ | σ′zf | δinc | Σδ | ||
0 | - | 1 | 0.5 | 28.8 | 0.025 | 1.446 | 0.500 | 0.014 | 1.551 | 0.500 | 1.000 | 3479 | 3508 | 0.069 | 0.069 |
1 | - | 2 | 1.5 | 86.4 | 0.067 | 1.212 | 0.493 | 0.043 | 1.510 | 0.500 | 0.993 | 3455 | 3542 | 0.054 | 0.123 |
2 | - | 3 | 2.5 | 144 | 0.095 | 1.012 | 0.473 | 0.071 | 1.470 | 0.500 | 0.973 | 3387 | 3531 | 0.046 | 0.169 |
3 | - | 4 | 3.5 | 201.6 | 0.108 | 0.852 | 0.443 | 0.099 | 1.430 | 0.500 | 0.943 | 3282 | 3484 | 0.041 | 0.210 |
4 | - | 5 | 4.5 | 259.2 | 0.111 | 0.727 | 0.408 | 0.126 | 1.390 | 0.500 | 0.908 | 3161 | 3420 | 0.037 | 0.247 |
5 | - | 6 | 5.5 | 316.8 | 0.109 | 0.629 | 0.374 | 0.153 | 1.351 | 0.500 | 0.873 | 3039 | 3356 | 0.034 | 0.281 |
6 | - | 7 | 6.5 | 374.4 | 0.104 | 0.552 | 0.341 | 0.179 | 1.313 | 0.499 | 0.840 | 2925 | 3299 | 0.031 | 0.313 |
7 | - | 8 | 7.5 | 432 | 0.098 | 0.490 | 0.312 | 0.205 | 1.275 | 0.499 | 0.811 | 2822 | 3254 | 0.029 | 0.342 |
8 | - | 9 | 8.5 | 489.6 | 0.092 | 0.440 | 0.286 | 0.230 | 1.239 | 0.498 | 0.785 | 2731 | 3220 | 0.027 | 0.369 |
9 | - | 10 | 9.5 | 547.2 | 0.086 | 0.399 | 0.264 | 0.253 | 1.203 | 0.498 | 0.762 | 2650 | 3197 | 0.025 | 0.395 |
10 | - | 11 | 10.5 | 604.8 | 0.080 | 0.364 | 0.244 | 0.276 | 1.168 | 0.497 | 0.741 | 2579 | 3184 | 0.024 | 0.419 |
11 | - | 12 | 11.5 | 662.4 | 0.075 | 0.335 | 0.227 | 0.298 | 1.134 | 0.496 | 0.723 | 2516 | 3178 | 0.023 | 0.441 |
12 | - | 13 | 12.5 | 720 | 0.071 | 0.310 | 0.211 | 0.319 | 1.101 | 0.495 | 0.707 | 2459 | 3179 | 0.021 | 0.463 |
13 | - | 14 | 13.5 | 777.6 | 0.067 | 0.288 | 0.198 | 0.339 | 1.070 | 0.494 | 0.692 | 2409 | 3186 | 0.020 | 0.483 |
14 | - | 15 | 14.5 | 835.2 | 0.063 | 0.269 | 0.186 | 0.358 | 1.039 | 0.493 | 0.679 | 2363 | 3198 | 0.019 | 0.502 |
15 | - | 16 | 15.5 | 892.8 | 0.059 | 0.253 | 0.175 | 0.376 | 1.009 | 0.492 | 0.667 | 2321 | 3214 | 0.018 | 0.521 |
16 | - | 17 | 16.5 | 950.4 | 0.056 | 0.238 | 0.165 | 0.393 | 0.981 | 0.490 | 0.656 | 2282 | 3233 | 0.018 | 0.538 |
17 | - | 18 | 17.5 | 1008 | 0.054 | 0.225 | 0.157 | 0.409 | 0.953 | 0.489 | 0.646 | 2247 | 3255 | 0.017 | 0.555 |
18 | - | 19 | 18.5 | 1065.6 | 0.051 | 0.213 | 0.149 | 0.424 | 0.927 | 0.487 | 0.636 | 2214 | 3280 | 0.016 | 0.572 |
19 | - | 20 | 19.5 | 1123.2 | 0.049 | 0.202 | 0.142 | 0.438 | 0.902 | 0.485 | 0.627 | 2183 | 3306 | 0.016 | 0.587 |
20 | - | 21 | 20.5 | 1180.8 | 0.047 | 0.193 | 0.135 | 0.451 | 0.877 | 0.484 | 0.619 | 2154 | 3335 | 0.015 | 0.602 |
21 | - | 22 | 21.5 | 1238.4 | 0.045 | 0.184 | 0.129 | 0.463 | 0.854 | 0.482 | 0.611 | 2126 | 3365 | 0.014 | 0.617 |
22 | - | 23 | 22.5 | 1296 | 0.043 | 0.176 | 0.124 | 0.474 | 0.831 | 0.480 | 0.604 | 2100 | 3396 | 0.014 | 0.630 |
23 | - | 24 | 23.5 | 1353.6 | 0.041 | 0.169 | 0.119 | 0.484 | 0.809 | 0.477 | 0.596 | 2075 | 3429 | 0.013 | 0.644 |
24 | - | 25 | 24.5 | 1411.2 | 0.039 | 0.162 | 0.114 | 0.494 | 0.788 | 0.475 | 0.589 | 2051 | 3463 | 0.013 | 0.657 |
25 | - | 26 | 25.5 | 1468.8 | 0.038 | 0.156 | 0.110 | 0.503 | 0.768 | 0.473 | 0.583 | 2028 | 3497 | 0.013 | 0.669 |
26 | - | 27 | 26.5 | 1526.4 | 0.037 | 0.150 | 0.106 | 0.511 | 0.749 | 0.470 | 0.576 | 2006 | 3532 | 0.012 | 0.681 |
27 | - | 28 | 27.5 | 1594 | 0.035 | 0.144 | 0.102 | 0.519 | 0.731 | 0.468 | 0.570 | 1985 | 3579 | 0.012 | 0.693 |
28 | - | 29 | 28.5 | 1661.6 | 0.034 | 0.139 | 0.099 | 0.526 | 0.713 | 0.465 | 0.564 | 1964 | 3625 | 0.011 | 0.704 |
29 | - | 30 | 29.5 | 1729.2 | 0.033 | 0.135 | 0.096 | 0.532 | 0.696 | 0.463 | 0.558 | 1943 | 3673 | 0.011 | 0.715 |
30 | - | 31 | 30.5 | 1796.8 | 0.032 | 0.130 | 0.093 | 0.538 | 0.680 | 0.460 | 0.553 | 1924 | 3720 | 0.011 | 0.726 |
31 | - | 32 | 31.5 | 1864.4 | 0.031 | 0.126 | 0.090 | 0.543 | 0.664 | 0.458 | 0.547 | 1904 | 3769 | 0.010 | 0.736 |
32 | - | 33 | 32.5 | 1932 | 0.030 | 0.122 | 0.087 | 0.547 | 0.649 | 0.455 | 0.542 | 1885 | 3817 | 0.010 | 0.746 |
33 | - | 34 | 33.5 | 1999.6 | 0.029 | 0.119 | 0.084 | 0.551 | 0.634 | 0.452 | 0.537 | 1867 | 3867 | 0.010 | 0.755 |
34 | - | 35 | 34.5 | 2067.2 | 0.028 | 0.115 | 0.082 | 0.555 | 0.620 | 0.449 | 0.531 | 1849 | 3916 | 0.009 | 0.764 |
35 | - | 36 | 35.5 | 2134.8 | 0.028 | 0.112 | 0.080 | 0.558 | 0.607 | 0.446 | 0.526 | 1831 | 3966 | 0.009 | 0.773 |
36 | - | 37 | 36.5 | 2202.4 | 0.027 | 0.109 | 0.078 | 0.561 | 0.594 | 0.444 | 0.521 | 1814 | 4016 | 0.009 | 0.782 |
37 | - | 38 | 37.5 | 2270 | 0.026 | 0.106 | 0.076 | 0.563 | 0.582 | 0.441 | 0.516 | 1797 | 4067 | 0.008 | 0.790 |
38 | - | 39 | 38.5 | 2337.6 | 0.026 | 0.104 | 0.074 | 0.565 | 0.569 | 0.438 | 0.511 | 1780 | 4117 | 0.008 | 0.799 |
39 | - | 40 | 39.5 | 2405.2 | 0.025 | 0.101 | 0.072 | 0.567 | 0.558 | 0.435 | 0.507 | 1763 | 4169 | 0.008 | 0.807 |
40 | - | 41 | 40.5 | 2472.8 | 0.024 | 0.098 | 0.070 | 0.568 | 0.547 | 0.432 | 0.502 | 1747 | 4220 | 0.008 | 0.814 |
41 | - | 42 | 41.5 | 2540.4 | 0.024 | 0.096 | 0.068 | 0.569 | 0.536 | 0.429 | 0.497 | 1731 | 4271 | 0.007 | 0.822 |
42 | - | 43 | 42.5 | 2608 | 0.023 | 0.094 | 0.067 | 0.570 | 0.526 | 0.426 | 0.493 | 1715 | 4323 | 0.007 | 0.829 |
43 | - | 44 | 43.5 | 2675.6 | 0.023 | 0.092 | 0.065 | 0.571 | 0.516 | 0.423 | 0.488 | 1700 | 4375 | 0.007 | 0.836 |
44 | - | 45 | 44.5 | 2743.2 | 0.022 | 0.090 | 0.064 | 0.571 | 0.506 | 0.420 | 0.484 | 1684 | 4427 | 0.007 | 0.843 |
45 | - | 46 | 45.5 | 2810.8 | 0.022 | 0.088 | 0.063 | 0.571 | 0.496 | 0.417 | 0.480 | 1669 | 4480 | 0.007 | 0.850 |
46 | - | 47 | 46.5 | 2878.4 | 0.021 | 0.086 | 0.061 | 0.571 | 0.487 | 0.414 | 0.475 | 1654 | 4533 | 0.007 | 0.856 |
47 | - | 48 | 47.5 | 2946 | 0.021 | 0.084 | 0.060 | 0.570 | 0.479 | 0.411 | 0.471 | 1639 | 4585 | 0.006 | 0.863 |
48 | - | 49 | 48.5 | 3018.6 | 0.020 | 0.082 | 0.059 | 0.570 | 0.470 | 0.408 | 0.467 | 1625 | 4643 | 0.006 | 0.869 |
49 | - | 50 | 49.5 | 3091.2 | 0.020 | 0.081 | 0.058 | 0.569 | 0.462 | 0.405 | 0.463 | 1610 | 4702 | 0.006 | 0.875 |
50 | - | 51 | 50.5 | 3163.8 | 0.020 | 0.079 | 0.056 | 0.568 | 0.454 | 0.402 | 0.459 | 1596 | 4760 | 0.006 | 0.881 |
51 | - | 52 | 51.5 | 3236.4 | 0.019 | 0.078 | 0.055 | 0.567 | 0.446 | 0.399 | 0.455 | 1582 | 4819 | 0.006 | 0.887 |
z=layer midpoint depth [ft], σ′z=vertical effective stress [psf], α1 and α2=angles [radians] from Figure J3, I=influence factor, ∆σ=change in stress [psf], δinc=settlement of sublayer [ft], Σδ (from bottom to top) = soil settlement profile (Figure J2). L=left, R=right, o=initial, f=final. |
Step 3: Establish pile data
The pile data was loaded into the Innovative Geotechnics (2023) PileAXL program (Version 2.5). As mentioned in the description of the previous design examples that used the Innovative Geotechnics programs, the programs only accept metric units. Therefore, many of the parameters were converted between imperial units and metric units. The input data, within the PileAXL program, are shown in Figures J4 through J12. The pile section properties and analysis options are shown in Figures J4 and J5, respectively. As recommended by Innovative Geotechnics, the User Defined option was selected to prevent the use of the gross area of the pile.
Step 4: Compute unit side resistance
The working load design approach that was utilized is presented in Figure J6. As with all of the other design examples, all of the used loads were unfactored loads and all of the determined resistances were unfactored resistances. Therefore, the factors of safety values in Figure J6 were set to unity. The different soil layer materials were created using the Material Sets, as shown in Figure J7. Each of the materials was created and then modified by selecting the Edit button to enable input of the various soil parameters (material type, material name, total unit weight, undrained shear strength, and undrained shear strength increase) as shown in Figure J8. Although the bearing layer was rock and there is a rock option in the PileAXL software, the PileAXL software required unconfined compressive strength that was not available. Therefore, clay parameters were used for the rock layer; the undrained shear strength (1276kPa) was selected from back-analyzing nominal unit tip resistance values for dolomite (240ksf) that were recommended by the Illinois Department of Transportation (2009). After assigning material properties to the respective layers (Figure J9), all of the maximum unit end bearing and maximum unit side resistance values remained at the default values (Figure J10). All of the required information was available within the program at the end of the definition of soil layers stage (Figure J11). The program was then executed to obtain the desired results that are presented in Figure J12 and Table J3. The discretized side resistance is represented as ∆Q in Table J3.
Steps 5 and 6: Develop the depth-dependent load profile anddepth-dependent resistance profile
The depth-dependent load profile and resistance profile data are presented in Table J3. Specifically, the load data are represented by the variable Q in Table J3 and the resistance data are represented as R in Table J3.
Steps 7, 8, and 9: Develop the depth-dependent combined load-resistance curve, identify the location of the neutral plane, and calculate the drag load in the pile
The depth-dependent combined load-resistance curve is plotted in Figure J13. The combined curve was developed by plotting the minimum value of load and resistance at each depth, as a function of depth (Figure J13). The location of the neutral plane was identified as the depth at which the maximum value of the load-resistance value occurred. From the load-resistance curve, the neutral plane was identified
to occur at a depth of 43ft below the existing ground surface. The drag load was determined to be 44.0tons.
Steps 10 and 11: Calculate the toe movement and elastic compression in the pile; determine geotechnical resistance of the pile
As shown in Figure J14, a calculated pile head movement of 0.441in and a geotechnical resistance of 88.8kN were obtained. For completeness, the data contained in Figure J14 are also tabulated in Table J4. According to the NCHRP12-116A Method A flowchart, the soil settlement-pile settlement data (Step 12) are not required because the pile is tipped into rock. Although toe movement and elastic compression were obtained, these values are not presented because Step 12 was not needed.
Step 13: Perform limit state checks
Limit state checks were performed to determine if the pile size was suitable for the design loads. For the structural strength limit state, the determined drag load (44tons) was multiplied by the drag load factor (γDR=1.1) to obtain a factored drag load of 48tons. The unfactored and factored top load deadload were 0tons. The combined total factored load was 48tons. The yield stress for the steel pile was assumed to be 45ksi resulting in a factored structural stress of 40.5ksi (0.9*45ksi) and a factored structural strength of 308tons when the stress was multiplied by the cross-sectional area of the pile wall (15.19in2). If Grade 3 A-252 HP12x53 H-piles were used then the piles are adequately sized; the factored structural strength was determined to be greater than the combined total factored load.
Table J3. PileAXL output for the MN 74551 bridge abutment piles.
Depth | ULS fs | ULS Qs | ULS Qb | ∆Q | Q | R | min(Q,R) | δpile | Comments: ULS fs = Ultimate unit side resistance (PileAXL output), ULS Qs = Ultimate total side resistance (PileAXL output), ULS Qb = Ultimate bearing resistance (PileAXL output), ∆Q = discretized side resistance (Excel calculation), Q = cumulative load in the pile (Excel calculation), R= resistance from soil surrounding pile; resistance values are calculated at the top of each sublayer (Excel calculation), min(Q,R) = minimum of Q and R for each depth (Excel calculation), δpile=Settlement of pile obtained by determining the pile head movement from the PileAXL load-settlement curve (Figure J13) and the elastic compression. |
[ft] | [tsf] | [tons] | [tons] | [tons] | [tons] | [tons] | [tons] | [in] | |
0.000 | 0.700 | 0.000 | 0.361 | 0.328 | 0.000 | 89.099 | 0.000 | 0.441 | |
1.000 | 1.067 | 0.328 | 0.361 | 0.434 | 0.328 | 88.770 | 0.328 | 0.441 | |
2.000 | 1.269 | 0.762 | 0.361 | 0.497 | 0.762 | 88.336 | 0.762 | 0.441 | |
3.000 | 1.404 | 1.259 | 0.361 | 0.541 | 1.259 | 87.840 | 1.259 | 0.441 | |
4.000 | 1.509 | 1.801 | 0.361 | 0.577 | 1.801 | 87.298 | 1.801 | 0.441 | |
5.000 | 1.596 | 2.378 | 0.361 | 0.607 | 2.378 | 86.721 | 2.378 | 0.441 | |
6.000 | 1.670 | 2.984 | 0.361 | 0.633 | 2.984 | 86.114 | 2.984 | 0.441 | |
7.000 | 1.736 | 3.617 | 0.361 | 0.656 | 3.617 | 85.481 | 3.617 | 0.441 | |
8.000 | 1.795 | 4.273 | 0.361 | 0.677 | 4.273 | 84.825 | 4.273 | 0.441 | |
9.000 | 1.848 | 4.950 | 0.361 | 0.696 | 4.950 | 84.149 | 4.950 | 0.441 | |
10.000 | 1.898 | 5.646 | 0.361 | 0.714 | 5.646 | 83.452 | 5.646 | 0.441 | |
11.000 | 1.943 | 6.360 | 0.361 | 0.730 | 6.360 | 82.739 | 6.360 | 0.441 | |
12.000 | 1.986 | 7.090 | 0.361 | 0.746 | 7.090 | 82.009 | 7.090 | 0.441 | |
13.000 | 2.026 | 7.836 | 0.361 | 0.764 | 7.836 | 81.263 | 7.836 | 0.441 | |
14.000 | 2.083 | 8.600 | 0.361 | 0.788 | 8.600 | 80.499 | 8.600 | 0.441 | |
15.000 | 2.157 | 9.387 | 0.361 | 0.815 | 9.387 | 79.711 | 9.387 | 0.441 | |
16.000 | 2.227 | 10.202 | 0.361 | 0.840 | 10.202 | 78.897 | 10.202 | 0.441 | |
17.000 | 2.296 | 11.042 | 0.361 | 0.866 | 11.042 | 78.056 | 11.042 | 0.441 | |
18.000 | 2.362 | 11.908 | 0.361 | 0.890 | 11.908 | 77.191 | 11.908 | 0.441 | |
19.000 | 2.427 | 12.798 | 0.361 | 0.914 | 12.798 | 76.301 | 12.798 | 0.441 | |
20.001 | 2.490 | 13.712 | 0.361 | 0.937 | 13.712 | 75.387 | 13.712 | 0.441 | |
21.001 | 2.552 | 14.649 | 0.361 | 0.959 | 14.649 | 74.450 | 14.649 | 0.441 | |
22.001 | 2.612 | 15.608 | 0.361 | 0.982 | 15.608 | 73.491 | 15.608 | 0.441 | |
23.001 | 2.671 | 16.590 | 0.361 | 1.003 | 16.590 | 72.509 | 16.590 | 0.440 | |
24.001 | 2.728 | 17.593 | 0.361 | 1.024 | 17.593 | 71.506 | 17.593 | 0.440 | |
25.001 | 2.784 | 18.617 | 0.361 | 1.045 | 18.617 | 70.482 | 18.617 | 0.440 | |
26.001 | 2.839 | 19.662 | 0.361 | 1.074 | 19.662 | 69.437 | 19.662 | 0.440 | |
27.001 | 2.941 | 20.736 | 0.371 | 1.120 | 20.736 | 68.363 | 20.736 | 0.440 | |
28.001 | 3.085 | 21.855 | 0.392 | 1.173 | 21.855 | 67.244 | 21.855 | 0.440 | |
29.001 | 3.229 | 23.028 | 0.412 | 1.227 | 23.028 | 66.070 | 23.028 | 0.440 | |
30.001 | 3.373 | 24.255 | 0.432 | 1.280 | 24.255 | 64.844 | 24.255 | 0.440 | |
31.001 | 3.516 | 25.535 | 0.452 | 1.333 | 25.535 | 63.564 | 25.535 | 0.439 | |
32.001 | 3.660 | 26.869 | 0.473 | 1.387 | 26.869 | 62.230 | 26.869 | 0.439 | |
33.001 | 3.804 | 28.255 | 0.493 | 1.440 | 28.255 | 60.843 | 28.255 | 0.439 | |
34.001 | 3.947 | 29.696 | 0.513 | 1.494 | 29.696 | 59.403 | 29.696 | 0.439 | |
35.001 | 4.091 | 31.189 | 0.533 | 1.547 | 31.189 | 57.910 | 31.189 | 0.439 | |
36.001 | 4.235 | 32.736 | 0.554 | 1.600 | 32.736 | 56.362 | 32.736 | 0.439 | |
37.001 | 4.378 | 34.337 | 0.574 | 1.654 | 34.337 | 54.762 | 34.337 | 0.438 | |
38.001 | 4.522 | 35.990 | 0.594 | 1.707 | 35.990 | 53.108 | 35.990 | 0.438 | |
39.001 | 4.665 | 37.698 | 0.614 | 1.760 | 37.698 | 51.401 | 37.698 | 0.438 | |
40.001 | 4.809 | 39.458 | 0.635 | 1.814 | 39.458 | 49.641 | 39.458 | 0.438 | |
41.001 | 4.952 | 41.272 | 0.655 | 1.867 | 41.272 | 47.827 | 41.272 | 0.438 | |
42.001 | 5.096 | 43.139 | 0.675 | 1.920 | 43.139 | 45.960 | 43.139 | 0.437 | |
43.001 | 5.239 | 45.059 | 0.695 | 1.974 | 45.059 | 44.040 | 44.040 | 0.437 | |
44.001 | 5.383 | 47.033 | 0.716 | 2.027 | 47.033 | 42.066 | 42.066 | 0.437 | |
45.001 | 5.526 | 49.060 | 0.736 | 2.080 | 49.060 | 40.039 | 40.039 | 0.437 | |
46.001 | 5.669 | 51.140 | 0.756 | 2.134 | 51.140 | 37.959 | 37.959 | 0.436 | |
47.001 | 5.813 | 53.273 | 0.776 | 2.338 | 53.273 | 35.825 | 35.825 | 0.436 | |
48.001 | 6.772 | 55.612 | 1.029 | 2.837 | 55.612 | 33.487 | 33.487 | 0.436 | |
49.001 | 8.494 | 58.448 | 1.525 | 3.539 | 58.448 | 30.651 | 30.651 | 0.436 | |
50.001 | 10.555 | 61.988 | 2.021 | 4.287 | 61.988 | 27.111 | 27.111 | 0.436 | |
51.001 | 12.516 | 66.274 | 2.518 | 10.174 | 66.274 | 22.824 | 22.824 | 0.435 |
52.001 | 42.239 | 76.448 | 12.650 | 76.448 | 12.650 | 12.650 | 0.435 |
Table J4. Load-settlement curve data.
δhead | Qhead | Comments: δhead=Pile head movement, Qhead=Pile head load |
[in] | [tons] | |
0.000 | 0.0 | |
0.018 | 7.9 | |
0.036 | 15.7 | |
0.056 | 23.6 | |
0.077 | 31.5 | |
0.100 | 39.3 | |
0.126 | 47.2 | |
0.155 | 55.1 | |
0.187 | 62.9 | |
0.227 | 70.8 | |
0.288 | 78.7 | |
0.441 | 88.8 |
Conclusion:
The influence of the hard layer that the pile was tipped into caused the neutral plane to be located closer to the tip of the pile. Inputs for the maximum end bearing resistance and maximum unit side for dolomite obtained from the Illinois Department of Transportation (2009) were input for the analyses. From the PileAXL analyses, the neutral plane was determined to occur at a depth of 43 feet, a drag load of 44 tons.
References
Budge, A.S. Dasenbrock, D.D. (2016). “The Downdrag Response of a Driven Pile Bridge Foundation in Minnesota.” Proceedings of GeoVancouver 2016, Vancouver, British Columbia, Canada, October.
Ensoft (2021). “TZPILE v. 2021”. Software Program.
Illinois Department of Transportation. (2009). “Axial Geotechnical Resistance of Driven Piles.” 10 pgs.
Innovative Geotechnics Pty Ltd. (2023). “PileAXL 2.5: A Program for Single Piles Under Axial Loading”. Software Program.
Kulhawy, F.H. and Mayne, P.W. (1990). Manual on Estimating Soil Properties for Foundation Design. Electric Power Research Institute EL-6800, Project 1493-6, Electric Power Research Institute, Palo Alto, CA
Table B.1. Statistical output for Bohn et al. (2017) Cubic Root relationship.
Averages | |||||
---|---|---|---|---|---|
Bohn et al. (2017) Cubic Root | Mean Bias | COV Bias | NRMSE | ||
A | Steel | Plastic | 0.97 | 29.84 | 16.7% |
Granular | 1.02 | 33.50 | 23.8% | ||
Concrete | Plastic | 0.99 | 34.86 | 20.2% | |
Granular | 1.00 | 34.55 | 18.1% | ||
B | Steel | Plastic | 1.00 | 30.46 | 21.9% |
Granular | 1.03 | 33.34 | 21.1% | ||
Concrete | Plastic | 1.06 | 27.05 | 20.3% | |
Granular | 1.01 | 31.89 | 19.4% |
Table B.2. Statistical output for Vijayvergiya (1977) relationship.
Averages | |||||
---|---|---|---|---|---|
Vijayvergiya (1977) | Mean Bias | COV Bias | NRMSE | ||
A | Steel | Plastic | 0.78 | 34.70 | 23.7% |
Granular | 0.80 | 35.62 | 27.6% | ||
Concrete | Plastic | 0.74 | 38.88 | 25.8% | |
Granular | 0.74 | 36.56 | 24.8% | ||
B | Steel | Plastic | 0.83 | 36.83 | 29.2% |
Granular | 0.80 | 38.69 | 28.9% | ||
Concrete | Plastic | 0.77 | 30.96 | 23.0% | |
Granular | 0.76 | 35.75 | 24.7% |
Table B.3. Statistical output for Bohn et al. (2017) Hyperbolic relationship.
Averages | |||||
---|---|---|---|---|---|
Bohn et al. (2017) Hyperbolic | Mean Bias | COV Bias | NRMSE | ||
A | Steel | Plastic | 1.80 | 44.35 | 16.4% |
Granular | 1.31 | 45.80 | 24.0% | ||
Concrete | Plastic | 1.00 | 38.70 | 19.1% | |
Granular | 1.10 | 34.67 | 18.1% | ||
B | Steel | Plastic | 2.01 | 48.20 | 23.3% |
Granular | 1.56 | 48.56 | 23.5% | ||
Concrete | Plastic | 1.07 | 25.38 | 16.6% | |
Granular | 1.18 | 37.81 | 17.8% |
Table B.4. Statistical output for Mosher (1984) relationship.
Averages | |||||
---|---|---|---|---|---|
Mosher (1984) | Mean Bias | COV Bias | NRMSE | ||
A | Steel | Plastic | |||
Granular | 2.65 | 46.66 | 25.3% | ||
Concrete | Plastic | ||||
Granular | 1.46 | 39.85 | 25.5% | ||
B | Steel | Plastic | |||
Granular | 2.01 | 48.14 | 29.2% | ||
Concrete | Plastic | ||||
Granular | 1.40 | 42.98 | 22.2% |
*Plastic soils not considered for Mosher (1984), because it was developed for granular soils.
Table B.5. Statistical output for API (2002) relationship.
Averages | |||||
---|---|---|---|---|---|
API (2002) | Mean Bias | COV Bias | NRMSE | ||
A | Steel | Plastic | 2.14 | 52.33 | 19.5% |
Granular | 1.05 | 50.69 | 31.8% | ||
Concrete | Plastic | 0.95 | 45.97 | 22.7% | |
Granular | 0.81 | 41.46 | 28.0% | ||
B | Steel | Plastic | 2.45 | 56.16 | 26.4% |
Granular | 1.14 | 52.78 | 32.4% | ||
Concrete | Plastic | 0.97 | 29.35 | 17.7% | |
Granular | 0.85 | 46.38 | 28.1% |
Table B.6. Statistical output for Coyle and Reese (1966) relationship.
Averages | |||||
---|---|---|---|---|---|
Coyle and Reese (1966) | Mean Bias | COV Bias | NRMSE | ||
A | Steel | Plastic | 0.99 | 43.56 | 27.8% |
Granular | |||||
Concrete | Plastic | 0.82 | 50.80 | 31.6% | |
Granular | |||||
B | Steel | Plastic | 1.95 | 56.18 | 27.8% |
Granular | |||||
Concrete | Plastic | 0.93 | 41.78 | 31.3% | |
Granular |
*Granular soils not considered for Coyle and Reese (1966), because it was developed for plastic soils.
Depth [m] | Axial Force [kN] | Axial Stress [kN/m2] | Soil Settlement [m] | Pile Settlement [m] |
0.000E+00 | 2.225E+03 | 1.534E+04 | 3.200E-01 | 9.047E-02 |
8.352E-01 | 2.240E+03 | 1.545E+04 | 2.967E-01 | 8.994E-02 |
1.670E+00 | 2.257E+03 | 1.556E+04 | 2.734E-01 | 8.940E-02 |
2.506E+00 | 2.273E+03 | 1.568E+04 | 2.502E-01 | 8.886E-02 |
3.341E+00 | 2.291E+03 | 1.580E+04 | 2.269E-01 | 8.831E-02 |
4.176E+00 | 2.309E+03 | 1.593E+04 | 2.036E-01 | 8.776E-02 |
5.011E+00 | 2.329E+03 | 1.606E+04 | 1.803E-01 | 8.721E-02 |
5.846E+00 | 2.349E+03 | 1.620E+04 | 1.571E-01 | 8.665E-02 |
6.682E+00 | 2.369E+03 | 1.634E+04 | 1.412E-01 | 8.609E-02 |
7.517E+00 | 2.391E+03 | 1.649E+04 | 1.286E-01 | 8.552E-02 |
8.352E+00 | 2.413E+03 | 1.664E+04 | 1.159E-01 | 8.494E-02 |
9.187E+00 | 2.436E+03 | 1.680E+04 | 1.035E-01 | 8.436E-02 |
1.002E+01 | 2.460E+03 | 1.696E+04 | 9.503E-02 | 8.378E-02 |
1.086E+01 | 2.484E+03 | 1.713E+04 | 8.654E-02 | 8.319E-02 |
1.169E+01 | 2.509E+03 | 1.731E+04 | 7.805E-02 | 8.259E-02 |
1.253E+01 | 2.535E+03 | 1.748E+04 | 6.968E-02 | 8.199E-02 |
1.336E+01 | 2.527E+03 | 1.743E+04 | 6.146E-02 | 8.138E-02 |
1.420E+01 | 2.500E+03 | 1.724E+04 | 5.325E-02 | 8.078E-02 |
1.503E+01 | 2.472E+03 | 1.705E+04 | 4.503E-02 | 8.019E-02 |
1.587E+01 | 2.443E+03 | 1.685E+04 | 4.053E-02 | 7.960E-02 |
1.670E+01 | 2.413E+03 | 1.664E+04 | 3.724E-02 | 7.902E-02 |
1.754E+01 | 2.382E+03 | 1.643E+04 | 3.395E-02 | 7.845E-02 |
1.837E+01 | 2.351E+03 | 1.621E+04 | 3.067E-02 | 7.788E-02 |
1.921E+01 | 2.319E+03 | 1.599E+04 | 2.738E-02 | 7.732E-02 |
2.004E+01 | 2.286E+03 | 1.577E+04 | 2.410E-02 | 7.677E-02 |
2.088E+01 | 2.253E+03 | 1.553E+04 | 2.081E-02 | 7.623E-02 |
2.172E+01 | 2.218E+03 | 1.530E+04 | 1.865E-02 | 7.570E-02 |
2.255E+01 | 2.183E+03 | 1.506E+04 | 1.787E-02 | 7.517E-02 |
2.339E+01 | 2.146E+03 | 1.480E+04 | 1.710E-02 | 7.465E-02 |
2.422E+01 | 2.107E+03 | 1.453E+04 | 1.632E-02 | 7.414E-02 |
2.506E+01 | 2.064E+03 | 1.424E+04 | 1.554E-02 | 7.365E-02 |
2.589E+01 | 2.018E+03 | 1.392E+04 | 1.477E-02 | 7.316E-02 |
2.673E+01 | 1.969E+03 | 1.358E+04 | 1.399E-02 | 7.268E-02 |
2.756E+01 | 1.917E+03 | 1.322E+04 | 1.321E-02 | 7.222E-02 |
2.840E+01 | 1.861E+03 | 1.284E+04 | 1.243E-02 | 7.177E-02 |
2.923E+01 | 1.802E+03 | 1.243E+04 | 1.166E-02 | 7.133E-02 |
3.007E+01 | 1.740E+03 | 1.200E+04 | 1.088E-02 | 7.090E-02 |
3.090E+01 | 1.675E+03 | 1.155E+04 | 1.010E-02 | 7.050E-02 |
3.174E+01 | 1.606E+03 | 1.107E+04 | 9.325E-03 | 7.010E-02 |
3.257E+01 | 1.534E+03 | 1.058E+04 | 8.548E-03 | 6.973E-02 |
3.341E+01 | 1.459E+03 | 1.006E+04 | 7.771E-03 | 6.937E-02 |
3.424E+01 | 1.380E+03 | 9.519E+03 | 6.994E-03 | 6.903E-02 |
3.508E+01 | 1.299E+03 | 8.956E+03 | 6.217E-03 | 6.871E-02 |
3.591E+01 | 1.214E+03 | 8.370E+03 | 5.440E-03 | 6.841E-02 |
3.675E+01 | 1.125E+03 | 7.762E+03 | 4.663E-03 | 6.813E-02 |
3.758E+01 | 1.034E+03 | 7.131E+03 | 3.886E-03 | 6.787E-02 |
3.842E+01 | 9.393E+02 | 6.478E+03 | 3.108E-03 | 6.764E-02 |
3.925E+01 | 8.413E+02 | 5.802E+03 | 2.331E-03 | 6.743E-02 |
4.009E+01 | 7.401E+02 | 5.104E+03 | 1.554E-03 | 6.724E-02 |
4.092E+01 | 6.357E+02 | 4.384E+03 | 7.771E-04 | 6.707E-02 |
4.176E+01 | 5.279E+02 | 3.641E+03 | 0.000E+00 | 6.693E-02 |
Table C3. Calculated settlement parameters.
Layer Depth [m] | z [m] | Thickness [m] | σzo′ [kPa] | α1 [rad] | α2 [rad] | Σ(I) | ∆σ [kPa] | εz | δ [m] | ||
0 | - | 0.8352 | 0.4176 | 0.8352 | 4.0465 | 1.4668 | 0.0779 | 0.9999 | 116.9912 | 0.0040 | 0.0034 |
0.8352 | - | 1.6704 | 1.2528 | 0.8352 | 12.1396 | 1.2673 | 0.2254 | 0.9981 | 116.7756 | 0.0040 | 0.0034 |
1.6704 | - | 2.5056 | 2.088 | 0.8352 | 20.2327 | 1.0897 | 0.3513 | 0.9919 | 116.0572 | 0.0040 | 0.0033 |
2.5056 | - | 3.3408 | 2.9232 | 0.8352 | 28.3258 | 0.9397 | 0.4504 | 0.9805 | 114.7226 | 0.0040 | 0.0033 |
3.3408 | - | 4.176 | 3.7584 | 0.8352 | 36.4189 | 0.8165 | 0.5236 | 0.9642 | 112.8139 | 0.0039 | 0.0033 |
4.176 | - | 5.0112 | 4.5936 | 0.8352 | 44.5120 | 0.7164 | 0.5748 | 0.9440 | 110.4464 | 0.0038 | 0.0032 |
5.0112 | - | 5.8464 | 5.4288 | 0.8352 | 52.6051 | 0.6350 | 0.6087 | 0.9209 | 107.7477 | 0.0037 | 0.0031 |
5.8464 | - | 6.6816 | 6.264 | 0.8352 | 60.6982 | 0.5683 | 0.6293 | 0.8960 | 104.8309 | 0.0036 | 0.0030 |
6.6816 | - | 7.5168 | 7.0992 | 0.8352 | 68.7912 | 0.5131 | 0.6401 | 0.8700 | 101.7873 | 0.0035 | 0.0029 |
7.5168 | - | 8.352 | 7.9344 | 0.8352 | 76.8843 | 0.4669 | 0.6435 | 0.8435 | 98.6867 | 0.0034 | 0.0028 |
8.352 | - | 9.1872 | 8.7696 | 0.8352 | 84.9774 | 0.4279 | 0.6415 | 0.8169 | 95.5815 | 0.0033 | 0.0028 |
9.1872 | - | 10.0224 | 9.6048 | 0.8352 | 93.0705 | 0.3946 | 0.6355 | 0.7907 | 92.5100 | 0.0032 | 0.0027 |
10.0224 | - | 10.8576 | 10.44 | 0.8352 | 101.1636 | 0.3659 | 0.6268 | 0.7650 | 89.4999 | 0.0031 | 0.0026 |
10.8576 | - | 11.6928 | 11.2752 | 0.8352 | 109.2567 | 0.3409 | 0.6160 | 0.7399 | 86.5704 | 0.0030 | 0.0025 |
11.6928 | - | 12.528 | 12.1104 | 0.8352 | 117.3498 | 0.3190 | 0.6039 | 0.7157 | 83.7345 | 0.0029 | 0.0024 |
12.528 | - | 13.3632 | 12.9456 | 0.8352 | 125.4429 | 0.2997 | 0.5909 | 0.6923 | 81.0005 | 0.0028 | 0.0023 |
13.3632 | - | 14.1984 | 13.7808 | 0.8352 | 133.5360 | 0.2825 | 0.5773 | 0.6699 | 78.3730 | 0.0027 | 0.0023 |
14.1984 | - | 15.0336 | 14.616 | 0.8352 | 141.6290 | 0.2671 | 0.5634 | 0.6483 | 75.8540 | 0.0026 | 0.0022 |
15.0336 | - | 15.8688 | 15.4512 | 0.8352 | 149.7221 | 0.2533 | 0.5495 | 0.6277 | 73.4433 | 0.0025 | 0.0021 |
15.8688 | - | 16.704 | 16.2864 | 0.8352 | 157.8152 | 0.2408 | 0.5357 | 0.6080 | 71.1395 | 0.0025 | 0.0021 |
16.704 | - | 17.5392 | 17.1216 | 0.8352 | 165.9083 | 0.2295 | 0.5220 | 0.5892 | 68.9400 | 0.0024 | 0.0020 |
17.5392 | - | 18.3744 | 17.9568 | 0.8352 | 174.0014 | 0.2192 | 0.5087 | 0.5713 | 66.8415 | 0.0023 | 0.0019 |
18.3744 | - | 19.2096 | 18.792 | 0.8352 | 182.0945 | 0.2097 | 0.4956 | 0.5542 | 64.8402 | 0.0022 | 0.0019 |
19.2096 | - | 20.0448 | 19.6272 | 0.8352 | 190.1876 | 0.2010 | 0.4829 | 0.5379 | 62.9321 | 0.0022 | 0.0018 |
20.0448 | - | 20.88 | 20.4624 | 0.8352 | 198.2807 | 0.1930 | 0.4706 | 0.5223 | 61.1129 | 0.0021 | 0.0018 |
20.88 | - | 21.7152 | 21.2976 | 0.8352 | 206.3737 | 0.1857 | 0.4587 | 0.5075 | 59.3784 | 0.0020 | 0.0017 |
21.7152 | - | 22.5504 | 22.1328 | 0.8352 | 214.4668 | 0.1788 | 0.4471 | 0.4934 | 57.7242 | 0.0020 | 0.0017 |
22.5504 | - | 23.3856 | 22.968 | 0.8352 | 222.5599 | 0.1724 | 0.4360 | 0.4799 | 56.1463 | 0.0019 | 0.0016 |
23.3856 | - | 24.2208 | 23.8032 | 0.8352 | 230.6530 | 0.1665 | 0.4253 | 0.4670 | 54.6405 | 0.0019 | 0.0016 |
24.2208 | - | 25.056 | 24.6384 | 0.8352 | 238.7461 | 0.1609 | 0.4150 | 0.4547 | 53.2030 | 0.0018 | 0.0015 |
25.056 | - | 25.8912 | 25.4736 | 0.8352 | 246.8392 | 0.1558 | 0.4051 | 0.4430 | 51.8301 | 0.0018 | 0.0015 |
25.8912 | - | 26.7264 | 26.3088 | 0.8352 | 254.9323 | 0.1509 | 0.3955 | 0.4318 | 50.5182 | 0.0017 | 0.0015 |
26.7264 | - | 27.5616 | 27.144 | 0.8352 | 263.0254 | 0.1463 | 0.3863 | 0.4211 | 49.2638 | 0.0017 | 0.0014 |
27.5616 | - | 28.3968 | 27.9792 | 0.8352 | 271.1184 | 0.1420 | 0.3775 | 0.4108 | 48.0640 | 0.0017 | 0.0014 |
28.3968 | - | 29.232 | 28.8144 | 0.8352 | 279.2115 | 0.1379 | 0.3689 | 0.4010 | 46.9155 | 0.0016 | 0.0014 |
29.232 | - | 30.0672 | 29.6496 | 0.8352 | 287.3046 | 0.1341 | 0.3608 | 0.3916 | 45.8156 | 0.0016 | 0.0013 |
30.0672 | - | 30.9024 | 30.4848 | 0.8352 | 295.3977 | 0.1305 | 0.3529 | 0.3826 | 44.7616 | 0.0015 | 0.0013 |
30.9024 | - | 31.7376 | 31.32 | 0.8352 | 303.4908 | 0.1270 | 0.3453 | 0.3739 | 43.7510 | 0.0015 | 0.0013 |
31.7376 | - | 32.5728 | 32.1552 | 0.8352 | 311.5839 | 0.1238 | 0.3380 | 0.3657 | 42.7814 | 0.0015 | 0.0012 |
32.5728 | - | 33.408 | 32.9904 | 0.8352 | 319.6770 | 0.1207 | 0.3309 | 0.3577 | 41.8506 | 0.0014 | 0.0012 |
33.408 | - | 34.2432 | 33.8256 | 0.8352 | 327.7701 | 0.1177 | 0.3241 | 0.3501 | 40.9566 | 0.0014 | 0.0012 |
34.2432 | - | 35.0784 | 34.6608 | 0.8352 | 335.8632 | 0.1149 | 0.3176 | 0.3427 | 40.0973 | 0.0014 | 0.0012 |
35.0784 | - | 35.9136 | 35.496 | 0.8352 | 343.9562 | 0.1122 | 0.3113 | 0.3356 | 39.2710 | 0.0014 | 0.0011 |
35.9136 | - | 36.7488 | 36.3312 | 0.8352 | 352.0493 | 0.1097 | 0.3052 | 0.3289 | 38.4759 | 0.0013 | 0.0011 |
36.7488 | - | 37.584 | 37.1664 | 0.8352 | 360.1424 | 0.1072 | 0.2993 | 0.3223 | 37.7104 | 0.0013 | 0.0011 |
37.584 | - | 38.4192 | 38.0016 | 0.8352 | 368.2355 | 0.1049 | 0.2936 | 0.3160 | 36.9730 | 0.0013 | 0.0011 |
38.4192 | - | 39.2544 | 38.8368 | 0.8352 | 376.3286 | 0.1026 | 0.2882 | 0.3099 | 36.2624 | 0.0013 | 0.0010 |
39.2544 | - | 40.0896 | 39.672 | 0.8352 | 384.4217 | 0.1005 | 0.2829 | 0.3041 | 35.5770 | 0.0012 | 0.0010 |
40.0896 | - | 40.9248 | 40.5072 | 0.8352 | 392.5148 | 0.0984 | 0.2778 | 0.2984 | 34.9158 | 0.0012 | 0.0010 |
40.9248 | - | 41.76 | 41.3424 | 0.8352 | 400.6079 | 0.0965 | 0.2728 | 0.2930 | 34.2774 | 0.0012 | 0.0010 |
z = layer midpoint depth, zo′ = vertical effective stress, 1 and 2 = angles (in radians) as shown in Figure C6, z = vertical consolidation strain, = vertical settlement of individual sublayer; (from bottom to top) = settlement profile (Figure C5). |
Table C4. Calculated pile side resistance parameters.
Layer Depth | z | Thickness | σzo′ | su | α | fn | Fs | ||
[m] | [m] | [m] | [kPa] | [kPa] | [kPa] | [kN] | |||
0 | - | 0.8352 | 0.4176 | 0.8352 | 4.0465 | 13.29 | 0.35 | 0.00 | 0.00 |
0.8352 | - | 1.6704 | 1.2528 | 0.8352 | 12.1396 | 13.95 | 0.45 | 6.32 | 7.34 |
1.6704 | - | 2.5056 | 2.088 | 0.8352 | 20.2327 | 14.62 | 0.55 | 8.07 | 9.37 |
2.5056 | - | 3.3408 | 2.9232 | 0.8352 | 28.3258 | 15.29 | 0.64 | 9.76 | 11.33 |
3.3408 | - | 4.176 | 3.7584 | 0.8352 | 36.4189 | 15.95 | 0.71 | 11.31 | 13.13 |
4.176 | - | 5.0112 | 4.5936 | 0.8352 | 44.5120 | 16.62 | 0.77 | 12.76 | 14.81 |
5.0112 | - | 5.8464 | 5.4288 | 0.8352 | 52.6051 | 17.29 | 0.82 | 14.14 | 16.42 |
5.8464 | - | 6.6816 | 6.264 | 0.8352 | 60.6982 | 17.95 | 0.86 | 15.48 | 17.98 |
6.6816 | - | 7.5168 | 7.0992 | 0.8352 | 68.7912 | 18.62 | 0.90 | 16.79 | 19.49 |
7.5168 | - | 8.352 | 7.9344 | 0.8352 | 76.8843 | 19.29 | 0.94 | 18.06 | 20.97 |
8.352 | - | 9.1872 | 8.7696 | 0.8352 | 84.9774 | 19.95 | 0.97 | 19.31 | 22.42 |
9.1872 | - | 10.0224 | 9.6048 | 0.8352 | 93.0705 | 20.62 | 1.00 | 20.55 | 23.86 |
10.0224 | - | 10.8576 | 10.44 | 0.8352 | 101.1636 | 21.29 | 1.02 | 21.77 | 25.27 |
10.8576 | - | 11.6928 | 11.2752 | 0.8352 | 109.2567 | 21.95 | 1.05 | 22.97 | 26.67 |
11.6928 | - | 12.528 | 12.1104 | 0.8352 | 117.3498 | 22.62 | 1.07 | 24.17 | 28.06 |
12.528 | - | 13.3632 | 12.9456 | 0.8352 | 125.4429 | 23.29 | 1.09 | 25.35 | 29.43 |
13.3632 | - | 14.1984 | 13.7808 | 0.8352 | 133.5360 | 23.95 | 1.11 | 26.53 | 30.80 |
14.1984 | - | 15.0336 | 14.616 | 0.8352 | 141.6290 | 24.62 | 1.12 | 27.70 | 32.16 |
15.0336 | - | 15.8688 | 15.4512 | 0.8352 | 149.7221 | 25.29 | 1.14 | 28.86 | 33.51 |
15.8688 | - | 16.704 | 16.2864 | 0.8352 | 157.8152 | 25.95 | 1.16 | 30.02 | 34.85 |
16.704 | - | 17.5392 | 17.1216 | 0.8352 | 165.9083 | 26.62 | 1.17 | 31.17 | 36.19 |
17.5392 | - | 18.3744 | 17.9568 | 0.8352 | 174.0014 | 27.29 | 1.18 | 32.32 | 37.52 |
18.3744 | - | 19.2096 | 18.792 | 0.8352 | 182.0945 | 27.95 | 1.20 | 33.46 | 38.85 |
19.2096 | - | 20.0448 | 19.6272 | 0.8352 | 190.1876 | 28.62 | 1.21 | 34.61 | 40.17 |
20.0448 | - | 20.88 | 20.4624 | 0.8352 | 198.2807 | 29.29 | 1.22 | 35.74 | 41.50 |
20.88 | - | 21.7152 | 21.2976 | 0.8352 | 206.3737 | 29.95 | 1.23 | 36.88 | 42.81 |
21.7152 | - | 22.5504 | 22.1328 | 0.8352 | 214.4668 | 30.62 | 1.24 | 38.01 | 44.13 |
22.5504 | - | 23.3856 | 22.968 | 0.8352 | 222.5599 | 31.76 | 1.24 | 39.43 | 45.78 |
23.3856 | - | 24.2208 | 23.8032 | 0.8352 | 230.6530 | 36.05 | 1.19 | 42.77 | 49.66 |
24.2208 | - | 25.056 | 24.6384 | 0.8352 | 238.7461 | 40.35 | 1.14 | 46.04 | 53.45 |
25.056 | - | 25.8912 | 25.4736 | 0.8352 | 246.8392 | 44.65 | 1.10 | 49.24 | 57.16 |
25.8912 | - | 26.7264 | 26.3088 | 0.8352 | 254.9323 | 48.94 | 1.07 | 52.39 | 60.82 |
26.7264 | - | 27.5616 | 27.144 | 0.8352 | 263.0254 | 53.24 | 1.04 | 55.51 | 64.44 |
27.5616 | - | 28.3968 | 27.9792 | 0.8352 | 271.1184 | 57.54 | 1.02 | 58.58 | 68.01 |
28.3968 | - | 29.232 | 28.8144 | 0.8352 | 279.2115 | 61.84 | 1.00 | 61.63 | 71.55 |
29.232 | - | 30.0672 | 29.6496 | 0.8352 | 287.3046 | 66.13 | 0.98 | 64.65 | 75.06 |
30.0672 | - | 30.9024 | 30.4848 | 0.8352 | 295.3977 | 70.43 | 0.96 | 67.65 | 78.54 |
30.9024 | - | 31.7376 | 31.32 | 0.8352 | 303.4908 | 74.73 | 0.95 | 70.63 | 82.00 |
31.7376 | - | 32.5728 | 32.1552 | 0.8352 | 311.5839 | 79.02 | 0.93 | 73.60 | 85.44 |
32.5728 | - | 33.408 | 32.9904 | 0.8352 | 319.6770 | 83.32 | 0.92 | 76.55 | 88.87 |
33.408 | - | 34.2432 | 33.8256 | 0.8352 | 327.7701 | 87.62 | 0.91 | 79.49 | 92.28 |
34.2432 | - | 35.0784 | 34.6608 | 0.8352 | 335.8632 | 91.91 | 0.90 | 82.41 | 95.67 |
35.0784 | - | 35.9136 | 35.496 | 0.8352 | 343.9562 | 96.21 | 0.89 | 85.32 | 99.06 |
35.9136 | - | 36.7488 | 36.3312 | 0.8352 | 352.0493 | 100.51 | 0.88 | 88.23 | 102.43 |
36.7488 | - | 37.584 | 37.1664 | 0.8352 | 360.1424 | 104.80 | 0.87 | 91.12 | 105.79 |
37.584 | - | 38.4192 | 38.0016 | 0.8352 | 368.2355 | 109.10 | 0.86 | 94.01 | 109.14 |
38.4192 | - | 39.2544 | 38.8368 | 0.8352 | 376.3286 | 113.40 | 0.85 | 96.89 | 112.49 |
39.2544 | - | 40.0896 | 39.672 | 0.8352 | 384.4217 | 117.69 | 0.85 | 99.77 | 115.82 |
40.0896 | - | 40.9248 | 40.5072 | 0.8352 | 392.5148 | 121.99 | 0.84 | 102.64 | 119.15 |
40.9248 | - | 41.76 | 41.3424 | 0.8352 | 400.6079 | 126.29 | 0.84 | 105.50 | 122.48 |
z = layer midpoint depth, σzo′ = vertical effective stress, su = undrained shear strength, α = total stress side resistance value, fn=nominal unit side resistance, Fs=sublayer side resistance. Note: fn neglected for top 1.5m |
Table C5. Calculated load as a function of depth.
Layer Depth | z | QAD | QwUTL | ||
[m] | [m] | [kN] | [kN] | ||
0 | - | 0.8352 | 0.4176 | 0.00 | 2225.00 |
0.8352 | - | 1.6704 | 1.2528 | 7.34 | 2232.34 |
1.6704 | - | 2.5056 | 2.088 | 16.70 | 2241.70 |
2.5056 | - | 3.3408 | 2.9232 | 28.04 | 2253.04 |
3.3408 | - | 4.176 | 3.7584 | 41.16 | 2266.16 |
4.176 | - | 5.0112 | 4.5936 | 55.97 | 2280.97 |
5.0112 | - | 5.8464 | 5.4288 | 72.39 | 2297.39 |
5.8464 | - | 6.6816 | 6.264 | 90.37 | 2315.37 |
6.6816 | - | 7.5168 | 7.0992 | 109.86 | 2334.86 |
7.5168 | - | 8.352 | 7.9344 | 130.83 | 2355.83 |
8.352 | - | 9.1872 | 8.7696 | 153.25 | 2378.25 |
9.1872 | - | 10.0224 | 9.6048 | 177.11 | 2402.11 |
10.0224 | - | 10.8576 | 10.44 | 202.38 | 2427.38 |
10.8576 | - | 11.6928 | 11.2752 | 229.04 | 2454.04 |
11.6928 | - | 12.528 | 12.1104 | 257.10 | 2482.10 |
12.528 | - | 13.3632 | 12.9456 | 286.53 | 2511.53 |
13.3632 | - | 14.1984 | 13.7808 | 317.33 | 2542.33 |
14.1984 | - | 15.0336 | 14.616 | 349.48 | 2574.48 |
15.0336 | - | 15.8688 | 15.4512 | 382.99 | 2607.99 |
15.8688 | - | 16.704 | 16.2864 | 417.84 | 2642.84 |
16.704 | - | 17.5392 | 17.1216 | 454.03 | 2679.03 |
17.5392 | - | 18.3744 | 17.9568 | 491.55 | 2716.55 |
18.3744 | - | 19.2096 | 18.792 | 530.40 | 2755.40 |
19.2096 | - | 20.0448 | 19.6272 | 570.57 | 2795.57 |
20.0448 | - | 20.88 | 20.4624 | 612.07 | 2837.07 |
20.88 | - | 21.7152 | 21.2976 | 654.88 | 2879.88 |
21.7152 | - | 22.5504 | 22.1328 | 699.01 | 2924.01 |
22.5504 | - | 23.3856 | 22.968 | 744.79 | 2969.79 |
23.3856 | - | 24.2208 | 23.8032 | 794.44 | 3019.44 |
24.2208 | - | 25.056 | 24.6384 | 847.89 | 3072.89 |
25.056 | - | 25.8912 | 25.4736 | 905.05 | 3130.05 |
25.8912 | - | 26.7264 | 26.3088 | 965.88 | 3190.88 |
26.7264 | - | 27.5616 | 27.144 | 1030.32 | 3255.32 |
27.5616 | - | 28.3968 | 27.9792 | 1098.33 | 3323.33 |
28.3968 | - | 29.232 | 28.8144 | 1169.88 | 3394.88 |
29.232 | - | 30.0672 | 29.6496 | 1244.93 | 3469.93 |
30.0672 | - | 30.9024 | 30.4848 | 1323.47 | 3548.47 |
30.9024 | - | 31.7376 | 31.32 | 1405.48 | 3630.48 |
31.7376 | - | 32.5728 | 32.1552 | 1490.92 | 3715.92 |
32.5728 | - | 33.408 | 32.9904 | 1579.79 | 3804.79 |
33.408 | - | 34.2432 | 33.8256 | 1672.06 | 3897.06 |
34.2432 | - | 35.0784 | 34.6608 | 1767.74 | 3992.74 |
35.0784 | - | 35.9136 | 35.496 | 1866.79 | 4091.79 |
35.9136 | - | 36.7488 | 36.3312 | 1969.22 | 4194.22 |
36.7488 | - | 37.584 | 37.1664 | 2075.01 | 4300.01 |
37.584 | - | 38.4192 | 38.0016 | 2184.15 | 4409.15 |
38.4192 | - | 39.2544 | 38.8368 | 2296.64 | 4521.64 |
39.2544 | - | 40.0896 | 39.672 | 2412.46 | 4637.46 |
40.0896 | - | 40.9248 | 40.5072 | 2531.61 | 4756.61 |
40.9248 | - | 41.76 | 41.3424 | 2654.09 | 4879.09 |
QAD= load in pile after driving, QwUTL= load in pile with addition of unfactored top load |
|||||
Table C6. Calculated resistance as a function of depth.
Layer Depth | z | R | R= resistance from soil surrounding pile; resistance values are calculated at the top of each sublayer; the bottom sublayer includes the summation of the end bearing resistance and the side resistance in the bottom sublayer. | ||
[m] | [m] | [kN] | |||
0 | - | 0.8352 | 0.4176 | 2821.70 | |
0.8352 | - | 1.6704 | 1.2528 | 2821.70 | |
1.6704 | - | 2.5056 | 2.088 | 2814.36 | |
2.5056 | - | 3.3408 | 2.9232 | 2805.00 | |
3.3408 | - | 4.176 | 3.7584 | 2793.66 | |
4.176 | - | 5.0112 | 4.5936 | 2780.54 | |
5.0112 | - | 5.8464 | 5.4288 | 2765.73 | |
5.8464 | - | 6.6816 | 6.264 | 2749.31 | |
6.6816 | - | 7.5168 | 7.0992 | 2731.33 | |
7.5168 | - | 8.352 | 7.9344 | 2711.84 | |
8.352 | - | 9.1872 | 8.7696 | 2690.87 | |
9.1872 | - | 10.0224 | 9.6048 | 2668.45 | |
10.0224 | - | 10.8576 | 10.44 | 2644.59 | |
10.8576 | - | 11.6928 | 11.2752 | 2619.32 | |
11.6928 | - | 12.528 | 12.1104 | 2592.65 | |
12.528 | - | 13.3632 | 12.9456 | 2564.60 | |
13.3632 | - | 14.1984 | 13.7808 | 2535.17 | |
14.1984 | - | 15.0336 | 14.616 | 2504.37 | |
15.0336 | - | 15.8688 | 15.4512 | 2472.22 | |
15.8688 | - | 16.704 | 16.2864 | 2438.71 | |
16.704 | - | 17.5392 | 17.1216 | 2403.86 | |
17.5392 | - | 18.3744 | 17.9568 | 2367.67 | |
18.3744 | - | 19.2096 | 18.792 | 2330.15 | |
19.2096 | - | 20.0448 | 19.6272 | 2291.30 | |
20.0448 | - | 20.88 | 20.4624 | 2251.13 | |
20.88 | - | 21.7152 | 21.2976 | 2209.63 | |
21.7152 | - | 22.5504 | 22.1328 | 2166.82 | |
22.5504 | - | 23.3856 | 22.968 | 2122.69 | |
23.3856 | - | 24.2208 | 23.8032 | 2076.91 | |
24.2208 | - | 25.056 | 24.6384 | 2027.26 | |
25.056 | - | 25.8912 | 25.4736 | 1973.81 | |
25.8912 | - | 26.7264 | 26.3088 | 1916.65 | |
26.7264 | - | 27.5616 | 27.144 | 1855.82 | |
27.5616 | - | 28.3968 | 27.9792 | 1791.38 | |
28.3968 | - | 29.232 | 28.8144 | 1723.37 | |
29.232 | - | 30.0672 | 29.6496 | 1651.82 | |
30.0672 | - | 30.9024 | 30.4848 | 1576.77 | |
30.9024 | - | 31.7376 | 31.32 | 1498.23 | |
31.7376 | - | 32.5728 | 32.1552 | 1416.22 | |
32.5728 | - | 33.408 | 32.9904 | 1330.78 | |
33.408 | - | 34.2432 | 33.8256 | 1241.91 | |
34.2432 | - | 35.0784 | 34.6608 | 1149.64 | |
35.0784 | - | 35.9136 | 35.496 | 1053.96 | |
35.9136 | - | 36.7488 | 36.3312 | 954.91 | |
36.7488 | - | 37.584 | 37.1664 | 852.48 | |
37.584 | - | 38.4192 | 38.0016 | 746.69 | |
38.4192 | - | 39.2544 | 38.8368 | 637.55 | |
39.2544 | - | 40.0896 | 39.672 | 525.06 | |
40.0896 | - | 40.9248 | 40.5072 | 409.24 | |
40.9248 | - | 41.76 | 41.3424 | 290.09 |
Table C7. Calculated elastic compression in the pile as a function of depth.
z | δEC,s | δEC | Comments: z=depth, Q=load, R=resistance, δEC,s=segmental elastic compression, δEC=cumulative elastic compression (from bottom to top), A=pile cross-sectional area=0.145[m2] Ep=pile elastic modulus=2.41E+07[kPa] Ls=length of each pile segment=0.8532[m] |
|
[m] | [kN] | [m] | [m] | |
0.4176 | 2225.00 | 0.0005 | 0.0225 | |
1.2528 | 2232.34 | 0.0005 | 0.0220 | |
2.088 | 2241.70 | 0.0005 | 0.0215 | |
2.9232 | 2253.04 | 0.0005 | 0.0209 | |
3.7584 | 2266.16 | 0.0005 | 0.0204 | |
4.5936 | 2280.97 | 0.0005 | 0.0198 | |
5.4288 | 2297.39 | 0.0005 | 0.0193 | |
6.264 | 2315.37 | 0.0006 | 0.0188 | |
7.0992 | 2334.86 | 0.0006 | 0.0182 | |
7.9344 | 2355.83 | 0.0006 | 0.0176 | |
8.7696 | 2378.25 | 0.0006 | 0.0171 | |
9.6048 | 2402.11 | 0.0006 | 0.0165 | |
10.44 | 2427.38 | 0.0006 | 0.0159 | |
11.2752 | 2454.04 | 0.0006 | 0.0154 | |
12.1104 | 2482.10 | 0.0006 | 0.0148 | |
12.9456 | 2511.53 | 0.0006 | 0.0142 | |
13.7808 | 2535.17 | 0.0006 | 0.0136 | |
14.616 | 2504.37 | 0.0006 | 0.0130 | |
15.4512 | 2472.22 | 0.0006 | 0.0124 | |
16.2864 | 2438.71 | 0.0006 | 0.0118 | |
17.1216 | 2403.86 | 0.0006 | 0.0112 | |
17.9568 | 2367.67 | 0.0006 | 0.0106 | |
18.792 | 2330.15 | 0.0006 | 0.0101 | |
19.6272 | 2291.30 | 0.0005 | 0.0095 | |
20.4624 | 2251.13 | 0.0005 | 0.0090 | |
21.2976 | 2209.63 | 0.0005 | 0.0084 | |
22.1328 | 2166.82 | 0.0005 | 0.0079 | |
22.968 | 2122.69 | 0.0005 | 0.0074 | |
23.8032 | 2076.91 | 0.0005 | 0.0069 | |
24.6384 | 2027.26 | 0.0005 | 0.0064 | |
25.4736 | 1973.81 | 0.0005 | 0.0059 | |
26.3088 | 1916.65 | 0.0005 | 0.0054 | |
27.144 | 1855.82 | 0.0004 | 0.0049 | |
27.9792 | 1791.38 | 0.0004 | 0.0045 | |
28.8144 | 1723.37 | 0.0004 | 0.0041 | |
29.6496 | 1651.82 | 0.0004 | 0.0037 | |
30.4848 | 1576.77 | 0.0004 | 0.0033 | |
31.32 | 1498.23 | 0.0004 | 0.0029 | |
32.1552 | 1416.22 | 0.0003 | 0.0025 | |
32.9904 | 1330.78 | 0.0003 | 0.0022 | |
33.8256 | 1241.91 | 0.0003 | 0.0019 | |
34.6608 | 1149.64 | 0.0003 | 0.0016 | |
35.496 | 1053.96 | 0.0003 | 0.0013 | |
36.3312 | 954.91 | 0.0002 | 0.0011 | |
37.1664 | 852.48 | 0.0002 | 0.0008 | |
38.0016 | 746.69 | 0.0002 | 0.0006 | |
38.8368 | 637.55 | 0.0002 | 0.0004 | |
39.672 | 525.06 | 0.0001 | 0.0003 | |
40.5072 | 409.24 | 0.0001 | 0.0002 | |
41.3424 | 290.09 | 0.0001 | 0.0001 |
δs, δb | Rs | Rt | RT | Comments: δs=side displacement, δt=toe displacement, Rs=side resistance, Rt=end bearing resistance, RT=total resistance, Ks=side flexibility factor = 1.58E-7[m/kN], Kt=toe flexibility factor =1.00E-5[m/kN], Ms=0.001, Rsu=ultimate side resistance=2654[kN], Rtu=ultimate toe resistance=174.6[kN], Rt,10%=nominal net end bearing esistance=167.6[kN], D=diameter=419[mm], su=undrained shear strength=128.44[kPa], Es,25=128440[kPa], At=pile toe area=0.145[m2], Ep=pile modulus= 2.41E+07[kPa], L=pile length=41.76[m] |
[m] | [kN] | [kN] | [kN] | |
0 | 0.00 | 0.00 | 0.00 | |
0.0005 | 1443.96 | 38.77 | 1482.73 | |
0.001 | 1870.33 | 63.45 | 1933.78 | |
0.0015 | 2074.52 | 80.54 | 2155.06 | |
0.002 | 2194.30 | 93.08 | 2287.37 | |
0.0025 | 2273.04 | 102.67 | 2375.70 | |
0.003 | 2328.75 | 110.24 | 2438.99 | |
0.0035 | 2370.25 | 116.37 | 2486.61 | |
0.004 | 2402.35 | 121.43 | 2523.78 | |
0.0045 | 2427.93 | 125.68 | 2553.61 | |
0.005 | 2448.79 | 129.31 | 2578.10 | |
0.0055 | 2466.13 | 132.43 | 2598.56 | |
0.006 | 2480.76 | 135.15 | 2615.91 | |
0.0065 | 2493.28 | 137.54 | 2630.82 | |
0.007 | 2504.11 | 139.66 | 2643.77 | |
0.0075 | 2513.57 | 141.55 | 2655.13 | |
0.008 | 2521.91 | 143.25 | 2665.16 | |
0.0085 | 2529.32 | 144.78 | 2674.10 | |
0.009 | 2535.94 | 146.16 | 2682.10 | |
0.0095 | 2541.89 | 147.43 | 2689.32 | |
0.01 | 2547.27 | 148.58 | 2695.85 | |
0.015 | 2581.88 | 156.36 | 2738.23 | |
0.02 | 2599.54 | 160.55 | 2760.09 | |
0.025 | 2610.25 | 163.18 | 2773.43 | |
0.03 | 2617.44 | 164.98 | 2782.43 | |
0.035 | 2622.60 | 166.29 | 2788.90 | |
0.04 | 2626.49 | 167.29 | 2793.78 | |
0.045 | 2629.52 | 168.07 | 2797.59 | |
0.05 | 2631.94 | 168.71 | 2800.65 |
Table C9. Soil settlement and pile settlement as a function of depth.
z | δp | δs | Comments: z=depth, Q=load, R=resistance, δp=pile settlement, δs=soil settlement, A=pile cross-sectional area=0.145[m2], Ep=pile elastic modulus=2.41E+07[kPa] Ls=length of each pile segment=0.8532[m] |
[m] | [m] | [m] | |
0.4176 | 0.0635 | 0.0972 | |
1.2528 | 0.0630 | 0.0939 | |
2.088 | 0.0625 | 0.0905 | |
2.9232 | 0.0619 | 0.0872 | |
3.7584 | 0.0614 | 0.0839 | |
4.5936 | 0.0608 | 0.0806 | |
5.4288 | 0.0603 | 0.0774 | |
6.264 | 0.0598 | 0.0743 | |
7.0992 | 0.0592 | 0.0713 | |
7.9344 | 0.0586 | 0.0684 | |
8.7696 | 0.0581 | 0.0655 | |
9.6048 | 0.0575 | 0.0628 | |
10.44 | 0.0569 | 0.0601 | |
11.2752 | 0.0564 | 0.0575 | |
12.1104 | 0.0558 | 0.0550 | |
12.9456 | 0.0552 | 0.0526 | |
13.7808 | 0.0546 | 0.0503 | |
14.616 | 0.0540 | 0.0480 | |
15.4512 | 0.0534 | 0.0458 | |
16.2864 | 0.0528 | 0.0437 | |
17.1216 | 0.0522 | 0.0417 | |
17.9568 | 0.0516 | 0.0397 | |
18.792 | 0.0511 | 0.0378 | |
19.6272 | 0.0505 | 0.0359 | |
20.4624 | 0.0500 | 0.0341 | |
21.2976 | 0.0494 | 0.0323 | |
22.1328 | 0.0489 | 0.0306 | |
22.968 | 0.0484 | 0.0289 | |
23.8032 | 0.0479 | 0.0273 | |
24.6384 | 0.0474 | 0.0257 | |
25.4736 | 0.0469 | 0.0242 | |
26.3088 | 0.0464 | 0.0227 | |
27.144 | 0.0459 | 0.0213 | |
27.9792 | 0.0455 | 0.0198 | |
28.8144 | 0.0451 | 0.0185 | |
29.6496 | 0.0447 | 0.0171 | |
30.4848 | 0.0443 | 0.0158 | |
31.32 | 0.0439 | 0.0145 | |
32.1552 | 0.0435 | 0.0132 | |
32.9904 | 0.0432 | 0.0120 | |
33.8256 | 0.0429 | 0.0108 | |
34.6608 | 0.0426 | 0.0096 | |
35.496 | 0.0423 | 0.0085 | |
36.3312 | 0.0421 | 0.0073 | |
37.1664 | 0.0418 | 0.0062 | |
38.0016 | 0.0416 | 0.0051 | |
38.8368 | 0.0414 | 0.0041 | |
39.672 | 0.0413 | 0.0030 | |
40.5072 | 0.0412 | 0.0020 | |
41.3424 | 0.0411 | 0.0010 |
Table D2. Parameters used in Define – Soil Layers – Edit window.
z | su | σz,o′ | ψ | α | fs | fb |
[m] | [kPa] | [kPa] | [rad] | [rad] | [kPa] | [kPa] |
0.00 | 13 | 0.00 | 13415.89 | 0.05 | 1 | 117 |
22.86 | 31 | 221.51 | 0.14 | 1.34 | 42 | 279 |
41.76 | 128 | 404.65 | 0.32 | 0.89 | 114 | 1152 |
Table D3. Useful PileAXL output and corresponding calculated values using Microsoft Excel.
Depth | ULS fs | ULS Qs | ULS Qb | Qult | ∆Q | Q | R | min(Q,R) |
Comments:
ULS fs = Ultimate unit side resistance (PileAXL output), |
[m] | [kPa] | [kN] | [kN] | [kN] | [kN] | [kN] | [kN] | [kN] | |
0.000 | 2.879 | 0.000 | 17.057 | 17.057 | 5.132 | 2225.000 | 2800.163 | 2225.000 | |
0.835 | 5.962 | 5.132 | 17.920 | 23.052 | 7.836 | 2230.132 | 2795.031 | 2230.132 | |
1.670 | 7.536 | 12.968 | 18.783 | 31.750 | 9.854 | 2237.968 | 2787.196 | 2237.968 | |
2.506 | 9.439 | 22.822 | 19.646 | 42.467 | 11.944 | 2247.822 | 2777.342 | 2247.822 | |
3.341 | 11.136 | 34.766 | 20.509 | 55.275 | 13.843 | 2259.766 | 2765.397 | 2259.766 | |
4.176 | 12.710 | 48.609 | 21.371 | 69.981 | 15.622 | 2273.609 | 2751.554 | 2273.609 | |
5.011 | 14.202 | 64.231 | 22.234 | 86.466 | 17.320 | 2289.231 | 2735.932 | 2289.231 | |
5.846 | 15.634 | 81.551 | 23.097 | 104.648 | 18.958 | 2306.551 | 2718.612 | 2306.551 | |
6.682 | 17.023 | 100.509 | 23.960 | 124.469 | 20.550 | 2325.509 | 2699.654 | 2325.509 | |
7.517 | 18.378 | 121.059 | 24.823 | 145.882 | 22.033 | 2346.059 | 2679.104 | 2346.059 | |
8.352 | 19.576 | 143.092 | 25.686 | 168.778 | 23.110 | 2368.092 | 2657.071 | 2368.092 | |
9.187 | 20.234 | 166.202 | 26.549 | 192.751 | 23.874 | 2391.202 | 2633.961 | 2391.202 | |
10.022 | 20.892 | 190.076 | 27.412 | 217.487 | 24.637 | 2415.076 | 2610.088 | 2415.076 | |
10.858 | 21.549 | 214.713 | 28.274 | 242.987 | 25.401 | 2439.713 | 2585.45 | 2439.713 | |
11.693 | 22.207 | 240.114 | 29.137 | 269.251 | 26.164 | 2465.114 | 2560.05 | 2465.114 | |
12.528 | 22.865 | 266.278 | 30.000 | 296.278 | 26.928 | 2491.278 | 2533.885 | 2491.278 | |
13.363 | 23.522 | 293.206 | 30.863 | 324.069 | 27.691 | 2518.206 | 2506.958 | 2506.958 | |
14.198 | 24.180 | 320.897 | 31.726 | 352.623 | 28.455 | 2545.897 | 2479.266 | 2479.266 | |
15.034 | 24.838 | 349.352 | 32.589 | 381.941 | 29.218 | 2574.352 | 2450.812 | 2450.812 | |
15.869 | 25.495 | 378.570 | 33.452 | 412.022 | 29.982 | 2603.570 | 2421.593 | 2421.593 | |
16.704 | 26.153 | 408.552 | 34.315 | 442.867 | 30.745 | 2633.552 | 2391.611 | 2391.611 | |
17.539 | 26.810 | 439.298 | 35.177 | 474.475 | 31.509 | 2664.298 | 2360.866 | 2360.866 | |
18.374 | 27.468 | 470.806 | 36.040 | 506.847 | 32.272 | 2695.806 | 2329.357 | 2329.357 | |
19.210 | 28.126 | 503.079 | 36.903 | 539.982 | 33.036 | 2728.079 | 2297.085 | 2297.085 | |
20.045 | 28.783 | 536.115 | 37.766 | 573.881 | 33.800 | 2761.115 | 2264.049 | 2264.049 | |
20.880 | 29.441 | 569.914 | 38.629 | 608.543 | 34.563 | 2794.914 | 2230.249 | 2230.249 | |
21.715 | 30.099 | 604.477 | 39.492 | 643.969 | 35.327 | 2829.477 | 2195.686 | 2195.686 | |
22.550 | 30.756 | 639.804 | 40.355 | 680.159 | 37.415 | 2864.804 | 2160.359 | 2160.359 | |
23.386 | 33.696 | 677.219 | 44.212 | 721.431 | 41.609 | 2902.219 | 2122.944 | 2122.944 | |
24.221 | 37.981 | 718.828 | 49.834 | 768.662 | 46.584 | 2943.828 | 2081.335 | 2081.335 | |
25.056 | 42.266 | 765.412 | 55.456 | 820.867 | 51.558 | 2990.412 | 2034.752 | 2034.752 | |
25.891 | 46.550 | 816.970 | 61.078 | 878.047 | 56.532 | 3041.970 | 1983.194 | 1983.194 | |
26.726 | 50.835 | 873.502 | 66.699 | 940.201 | 61.507 | 3098.502 | 1926.661 | 1926.661 | |
27.562 | 55.119 | 935.009 | 72.321 | 1007.330 | 66.481 | 3160.009 | 1865.155 | 1865.155 | |
28.397 | 59.404 | 1001.490 | 77.943 | 1079.433 | 71.456 | 3226.490 | 1798.673 | 1798.673 | |
29.232 | 63.688 | 1072.946 | 83.564 | 1156.510 | 76.430 | 3297.946 | 1727.218 | 1727.218 | |
30.067 | 67.973 | 1149.376 | 89.186 | 1238.562 | 81.405 | 3374.376 | 1650.787 | 1650.787 | |
30.902 | 72.258 | 1230.781 | 94.808 | 1325.588 | 86.039 | 3455.781 | 1569.383 | 1569.383 | |
31.738 | 75.957 | 1316.820 | 100.429 | 1417.250 | 89.997 | 3541.820 | 1483.343 | 1483.343 | |
32.573 | 79.075 | 1406.817 | 106.051 | 1512.868 | 93.608 | 3631.817 | 1393.346 | 1393.346 | |
33.408 | 82.177 | 1500.425 | 111.673 | 1612.097 | 97.202 | 3725.425 | 1299.739 | 1299.739 | |
34.243 | 85.266 | 1597.626 | 117.295 | 1714.921 | 100.782 | 3822.626 | 1202.537 | 1202.537 | |
35.078 | 88.344 | 1698.408 | 122.916 | 1821.324 | 104.349 | 3923.408 | 1101.755 | 1101.755 | |
35.914 | 91.411 | 1802.757 | 128.538 | 1931.295 | 107.904 | 4027.757 | 997.4067 | 997.4067 | |
36.749 | 94.468 | 1910.660 | 134.160 | 2044.820 | 111.448 | 4135.660 | 889.5031 | 889.5031 | |
37.584 | 97.516 | 2022.108 | 139.781 | 2161.890 | 114.983 | 4247.108 | 778.055 | 778.055 | |
38.419 | 100.557 | 2137.091 | 145.403 | 2282.494 | 118.509 | 4362.091 | 663.0722 | 663.0722 | |
39.254 | 103.591 | 2255.600 | 151.025 | 2406.625 | 122.027 | 4480.600 | 544.5633 | 544.5633 | |
40.090 | 106.617 | 2377.627 | 156.647 | 2534.273 | 125.538 | 4602.627 | 422.5365 | 422.5365 | |
40.925 | 109.638 | 2503.164 | 162.268 | 2665.433 | 129.053 | 4728.164 | 296.9989 | 296.9989 | |
41.760 | 112.672 | 2632.217 | 167.946 | 2800.163 | - | 4857.217 | 167.9464 | 167.9464 |
Table D4. Calculated elastic compression values.
z | δEC,s | δEC | Comments: z=depth, Q=load, R=resistance, δEC,s=segmental elastic compression (from bottom to top), δEC=cumulative elastic compression, A=pile cross-sectional area=0.145[m2] Ep=pile elastic modulus=2.41E+07[kPa] Ls=length of each pile segment=0.8532[m] |
|
[m] | [kN] | [m] | [m] | |
0.000 | 2225.000 | - | - | |
0.835 | 2230.132 | 0.00053 | 0.02227 | |
1.670 | 2237.968 | 0.00053 | 0.02174 | |
2.506 | 2247.822 | 0.00054 | 0.02120 | |
3.341 | 2259.766 | 0.00054 | 0.02066 | |
4.176 | 2273.609 | 0.00054 | 0.02012 | |
5.011 | 2289.231 | 0.00055 | 0.01958 | |
5.846 | 2306.551 | 0.00055 | 0.01903 | |
6.682 | 2325.509 | 0.00056 | 0.01848 | |
7.517 | 2346.059 | 0.00056 | 0.01793 | |
8.352 | 2368.092 | 0.00057 | 0.01737 | |
9.187 | 2391.202 | 0.00057 | 0.01680 | |
10.022 | 2415.076 | 0.00058 | 0.01623 | |
10.858 | 2439.713 | 0.00058 | 0.01565 | |
11.693 | 2465.114 | 0.00059 | 0.01507 | |
12.528 | 2491.278 | 0.00060 | 0.01448 | |
13.363 | 2506.958 | 0.00060 | 0.01388 | |
14.198 | 2479.266 | 0.00059 | 0.01328 | |
15.034 | 2450.812 | 0.00059 | 0.01269 | |
15.869 | 2421.593 | 0.00058 | 0.01211 | |
16.704 | 2391.611 | 0.00057 | 0.01153 | |
17.539 | 2360.866 | 0.00056 | 0.01096 | |
18.374 | 2329.357 | 0.00056 | 0.01039 | |
19.210 | 2297.085 | 0.00055 | 0.00983 | |
20.045 | 2264.049 | 0.00054 | 0.00929 | |
20.880 | 2230.249 | 0.00053 | 0.00874 | |
21.715 | 2195.686 | 0.00052 | 0.00821 | |
22.550 | 2160.359 | 0.00052 | 0.00769 | |
23.386 | 2122.944 | 0.00051 | 0.00717 | |
24.221 | 2081.335 | 0.00050 | 0.00666 | |
25.056 | 2034.752 | 0.00049 | 0.00617 | |
25.891 | 1983.194 | 0.00047 | 0.00568 | |
26.726 | 1926.661 | 0.00046 | 0.00521 | |
27.562 | 1865.155 | 0.00045 | 0.00474 | |
28.397 | 1798.673 | 0.00043 | 0.00430 | |
29.232 | 1727.218 | 0.00041 | 0.00387 | |
30.067 | 1650.787 | 0.00039 | 0.00346 | |
30.902 | 1569.383 | 0.00038 | 0.00306 | |
31.738 | 1483.343 | 0.00035 | 0.00269 | |
32.573 | 1393.346 | 0.00033 | 0.00233 | |
33.408 | 1299.739 | 0.00031 | 0.00200 | |
34.243 | 1202.537 | 0.00029 | 0.00169 | |
35.078 | 1101.755 | 0.00026 | 0.00140 | |
35.914 | 997.4067 | 0.00024 | 0.00114 | |
36.749 | 889.5031 | 0.00021 | 0.00090 | |
37.584 | 778.055 | 0.00019 | 0.00069 | |
38.419 | 663.0722 | 0.00016 | 0.00050 | |
39.254 | 544.5633 | 0.00013 | 0.00034 | |
40.090 | 422.5365 | 0.00010 | 0.00021 | |
40.925 | 296.9989 | 0.00007 | 0.00011 | |
41.760 | 167.9464 | 0.00004 | 0.00004 |
Table D5. Soil settlement and pile settlement as a function of depth.
zp | δp | Zs | δs | Comments: zp=depth for pile calculations, zs=depth for pile calculations, δp=pile settlement, δs=soil settlement. |
[m] | [m] | [m] | [m] | |
0.000 | 0.0632 | 0.4176 | 0.0972 | |
0.835 | 0.0627 | 1.2528 | 0.0939 | |
1.670 | 0.0622 | 2.088 | 0.0905 | |
2.506 | 0.0616 | 2.9232 | 0.0872 | |
3.341 | 0.0611 | 3.7584 | 0.0839 | |
4.176 | 0.0605 | 4.5936 | 0.0806 | |
5.011 | 0.0600 | 5.4288 | 0.0774 | |
5.846 | 0.0594 | 6.264 | 0.0743 | |
6.682 | 0.0589 | 7.0992 | 0.0713 | |
7.517 | 0.0583 | 7.9344 | 0.0684 | |
8.352 | 0.0578 | 8.7696 | 0.0655 | |
9.187 | 0.0572 | 9.6048 | 0.0628 | |
10.022 | 0.0566 | 10.44 | 0.0601 | |
10.858 | 0.0560 | 11.2752 | 0.0575 | |
11.693 | 0.0554 | 12.1104 | 0.0550 | |
12.528 | 0.0548 | 12.9456 | 0.0526 | |
13.363 | 0.0542 | 13.7808 | 0.0503 | |
14.198 | 0.0536 | 14.616 | 0.0480 | |
15.034 | 0.0531 | 15.4512 | 0.0458 | |
15.869 | 0.0525 | 16.2864 | 0.0437 | |
16.704 | 0.0519 | 17.1216 | 0.0417 | |
17.539 | 0.0513 | 17.9568 | 0.0397 | |
18.374 | 0.0508 | 18.792 | 0.0378 | |
19.210 | 0.0502 | 19.6272 | 0.0359 | |
20.045 | 0.0497 | 20.4624 | 0.0341 | |
20.880 | 0.0492 | 21.2976 | 0.0323 | |
21.715 | 0.0486 | 22.1328 | 0.0306 | |
22.550 | 0.0481 | 22.968 | 0.0289 | |
23.386 | 0.0476 | 23.8032 | 0.0273 | |
24.221 | 0.0471 | 24.6384 | 0.0257 | |
25.056 | 0.0466 | 25.4736 | 0.0242 | |
25.891 | 0.0462 | 26.3088 | 0.0227 | |
26.726 | 0.0457 | 27.144 | 0.0213 | |
27.562 | 0.0453 | 27.9792 | 0.0198 | |
28.397 | 0.0448 | 28.8144 | 0.0185 | |
29.232 | 0.0444 | 29.6496 | 0.0171 | |
30.067 | 0.0440 | 30.4848 | 0.0158 | |
30.902 | 0.0436 | 31.32 | 0.0145 | |
31.738 | 0.0433 | 32.1552 | 0.0132 | |
32.573 | 0.0430 | 32.9904 | 0.0120 | |
33.408 | 0.0426 | 33.8256 | 0.0108 | |
34.243 | 0.0424 | 34.6608 | 0.0096 | |
35.078 | 0.0421 | 35.496 | 0.0085 | |
35.914 | 0.0419 | 36.3312 | 0.0073 | |
36.749 | 0.0416 | 37.1664 | 0.0062 | |
37.584 | 0.0415 | 38.0016 | 0.0051 | |
38.419 | 0.0413 | 38.8368 | 0.0041 | |
39.254 | 0.0412 | 39.672 | 0.0030 | |
40.090 | 0.0411 | 40.5072 | 0.0020 | |
40.925 | 0.0410 | 41.3424 | 0.0010 | |
41.760 | 0.0410 | - | - |
Table E2. Calculated soil settlement parameters.
Layer Depth [m] | z [m] | Thickness [m] | σz,o′ [kPa] | α1 [rad] | α2 [rad] | Σ(I) | ∆σ [kPa] | εz | δ [m] | ||
0 | - | 0.8352 | 0.4176 | 0.8352 | 4.0465 | 1.4668 | 0.0779 | 0.9999 | 116.9912 | 0.0040 | 0.0034 |
0.8352 | - | 1.6704 | 1.2528 | 0.8352 | 12.1396 | 1.2673 | 0.2254 | 0.9981 | 116.7756 | 0.0040 | 0.0034 |
1.6704 | - | 2.5056 | 2.088 | 0.8352 | 20.2327 | 1.0897 | 0.3513 | 0.9919 | 116.0572 | 0.0040 | 0.0033 |
2.5056 | - | 3.3408 | 2.9232 | 0.8352 | 28.3258 | 0.9397 | 0.4504 | 0.9805 | 114.7226 | 0.0040 | 0.0033 |
3.3408 | - | 4.176 | 3.7584 | 0.8352 | 36.4189 | 0.8165 | 0.5236 | 0.9642 | 112.8139 | 0.0039 | 0.0033 |
4.176 | - | 5.0112 | 4.5936 | 0.8352 | 44.5120 | 0.7164 | 0.5748 | 0.9440 | 110.4464 | 0.0038 | 0.0032 |
5.0112 | - | 5.8464 | 5.4288 | 0.8352 | 52.6051 | 0.6350 | 0.6087 | 0.9209 | 107.7477 | 0.0037 | 0.0031 |
5.8464 | - | 6.6816 | 6.264 | 0.8352 | 60.6982 | 0.5683 | 0.6293 | 0.8960 | 104.8309 | 0.0036 | 0.0030 |
6.6816 | - | 7.5168 | 7.0992 | 0.8352 | 68.7912 | 0.5131 | 0.6401 | 0.8700 | 101.7873 | 0.0035 | 0.0029 |
7.5168 | - | 8.352 | 7.9344 | 0.8352 | 76.8843 | 0.4669 | 0.6435 | 0.8435 | 98.6867 | 0.0034 | 0.0028 |
8.352 | - | 9.1872 | 8.7696 | 0.8352 | 84.9774 | 0.4279 | 0.6415 | 0.8169 | 95.5815 | 0.0033 | 0.0028 |
9.1872 | - | 10.0224 | 9.6048 | 0.8352 | 93.0705 | 0.3946 | 0.6355 | 0.7907 | 92.5100 | 0.0032 | 0.0027 |
10.0224 | - | 10.8576 | 10.44 | 0.8352 | 101.1636 | 0.3659 | 0.6268 | 0.7650 | 89.4999 | 0.0031 | 0.0026 |
10.8576 | - | 11.6928 | 11.2752 | 0.8352 | 109.2567 | 0.3409 | 0.6160 | 0.7399 | 86.5704 | 0.0030 | 0.0025 |
11.6928 | - | 12.528 | 12.1104 | 0.8352 | 117.3498 | 0.3190 | 0.6039 | 0.7157 | 83.7345 | 0.0029 | 0.0024 |
12.528 | - | 13.3632 | 12.9456 | 0.8352 | 125.4429 | 0.2997 | 0.5909 | 0.6923 | 81.0005 | 0.0028 | 0.0023 |
13.3632 | - | 14.1984 | 13.7808 | 0.8352 | 133.5360 | 0.2825 | 0.5773 | 0.6699 | 78.3730 | 0.0027 | 0.0023 |
14.1984 | - | 15.0336 | 14.616 | 0.8352 | 141.6290 | 0.2671 | 0.5634 | 0.6483 | 75.8540 | 0.0026 | 0.0022 |
15.0336 | - | 15.8688 | 15.4512 | 0.8352 | 149.7221 | 0.2533 | 0.5495 | 0.6277 | 73.4433 | 0.0025 | 0.0021 |
15.8688 | - | 16.704 | 16.2864 | 0.8352 | 157.8152 | 0.2408 | 0.5357 | 0.6080 | 71.1395 | 0.0025 | 0.0021 |
16.704 | - | 17.5392 | 17.1216 | 0.8352 | 165.9083 | 0.2295 | 0.5220 | 0.5892 | 68.9400 | 0.0024 | 0.0020 |
17.5392 | - | 18.3744 | 17.9568 | 0.8352 | 174.0014 | 0.2192 | 0.5087 | 0.5713 | 66.8415 | 0.0023 | 0.0019 |
18.3744 | - | 19.2096 | 18.792 | 0.8352 | 182.0945 | 0.2097 | 0.4956 | 0.5542 | 64.8402 | 0.0022 | 0.0019 |
19.2096 | - | 20.0448 | 19.6272 | 0.8352 | 190.1876 | 0.2010 | 0.4829 | 0.5379 | 62.9321 | 0.0022 | 0.0018 |
20.0448 | - | 20.88 | 20.4624 | 0.8352 | 198.2807 | 0.1930 | 0.4706 | 0.5223 | 61.1129 | 0.0021 | 0.0018 |
20.88 | - | 21.7152 | 21.2976 | 0.8352 | 206.3737 | 0.1857 | 0.4587 | 0.5075 | 59.3784 | 0.0020 | 0.0017 |
21.7152 | - | 22.5504 | 22.1328 | 0.8352 | 214.4668 | 0.1788 | 0.4471 | 0.4934 | 57.7242 | 0.0020 | 0.0017 |
22.5504 | - | 23.3856 | 22.968 | 0.8352 | 222.5599 | 0.1724 | 0.4360 | 0.4799 | 56.1463 | 0.0019 | 0.0016 |
23.3856 | - | 24.2208 | 23.8032 | 0.8352 | 230.6530 | 0.1665 | 0.4253 | 0.4670 | 54.6405 | 0.0019 | 0.0016 |
24.2208 | - | 25.056 | 24.6384 | 0.8352 | 238.7461 | 0.1609 | 0.4150 | 0.4547 | 53.2030 | 0.0018 | 0.0015 |
25.056 | - | 25.8912 | 25.4736 | 0.8352 | 246.8392 | 0.1558 | 0.4051 | 0.4430 | 51.8301 | 0.0018 | 0.0015 |
25.8912 | - | 26.7264 | 26.3088 | 0.8352 | 254.9323 | 0.1509 | 0.3955 | 0.4318 | 50.5182 | 0.0017 | 0.0015 |
26.7264 | - | 27.5616 | 27.144 | 0.8352 | 263.0254 | 0.1463 | 0.3863 | 0.4211 | 49.2638 | 0.0017 | 0.0014 |
27.5616 | - | 28.3968 | 27.9792 | 0.8352 | 271.1184 | 0.1420 | 0.3775 | 0.4108 | 48.0640 | 0.0017 | 0.0014 |
28.3968 | - | 29.232 | 28.8144 | 0.8352 | 279.2115 | 0.1379 | 0.3689 | 0.4010 | 46.9155 | 0.0016 | 0.0014 |
29.232 | - | 30.0672 | 29.6496 | 0.8352 | 287.3046 | 0.1341 | 0.3608 | 0.3916 | 45.8156 | 0.0016 | 0.0013 |
30.0672 | - | 30.9024 | 30.4848 | 0.8352 | 295.3977 | 0.1305 | 0.3529 | 0.3826 | 44.7616 | 0.0015 | 0.0013 |
30.9024 | - | 31.7376 | 31.32 | 0.8352 | 303.4908 | 0.1270 | 0.3453 | 0.3739 | 43.7510 | 0.0015 | 0.0013 |
31.7376 | - | 32.5728 | 32.1552 | 0.8352 | 311.5839 | 0.1238 | 0.3380 | 0.3657 | 42.7814 | 0.0015 | 0.0012 |
32.5728 | - | 33.408 | 32.9904 | 0.8352 | 319.6770 | 0.1207 | 0.3309 | 0.3577 | 41.8506 | 0.0014 | 0.0012 |
33.408 | - | 34.2432 | 33.8256 | 0.8352 | 327.7701 | 0.1177 | 0.3241 | 0.3501 | 40.9566 | 0.0014 | 0.0012 |
34.2432 | - | 35.0784 | 34.6608 | 0.8352 | 335.8632 | 0.1149 | 0.3176 | 0.3427 | 40.0973 | 0.0014 | 0.0012 |
35.0784 | - | 35.9136 | 35.496 | 0.8352 | 343.9562 | 0.1122 | 0.3113 | 0.3356 | 39.2710 | 0.0014 | 0.0011 |
35.9136 | - | 36.7488 | 36.3312 | 0.8352 | 352.0493 | 0.1097 | 0.3052 | 0.3289 | 38.4759 | 0.0013 | 0.0011 |
36.7488 | - | 37.584 | 37.1664 | 0.8352 | 360.1424 | 0.1072 | 0.2993 | 0.3223 | 37.7104 | 0.0013 | 0.0011 |
37.584 | - | 38.4192 | 38.0016 | 0.8352 | 368.2355 | 0.1049 | 0.2936 | 0.3160 | 36.9730 | 0.0013 | 0.0011 |
38.4192 | - | 39.2544 | 38.8368 | 0.8352 | 376.3286 | 0.1026 | 0.2882 | 0.3099 | 36.2624 | 0.0013 | 0.0010 |
39.2544 | - | 40.0896 | 39.672 | 0.8352 | 384.4217 | 0.1005 | 0.2829 | 0.3041 | 35.5770 | 0.0012 | 0.0010 |
40.0896 | - | 40.9248 | 40.5072 | 0.8352 | 392.5148 | 0.0984 | 0.2778 | 0.2984 | 34.9158 | 0.0012 | 0.0010 |
40.9248 | - | 41.76 | 41.3424 | 0.8352 | 400.6079 | 0.0965 | 0.2728 | 0.2930 | 34.2774 | 0.0012 | 0.0010 |
z = layer midpoint depth, z,o′ = vertical effective stress, 1 and 2 = angles (in radians) as shown in Figure E4, z = vertical consolidation strain, = vertical settlement of individual sublayer; (from bottom to top) = settlement profile (Figure E3). |
Table E3. SHANSEP calculated parameters.
Layer Depth [m] | σz,o′ [kPa] | su,o [kPa] | su,o/σz,o′ | OCRpre | σz,f′ [kPa] | σ′max [kPa] | OCRpost | su,f/σz,f′ | su,f [kPa] | ||
0 | - | 0.8352 | 4.0465 | 13.2882 | 3.2838 | 90.6788 | 121.0378 | 366.9358 | 3.0316 | 0.3043 | 36.8313 |
0.8352 | - | 1.6704 | 12.1396 | 13.9549 | 1.1495 | 20.2430 | 128.9152 | 245.7423 | 1.9062 | 0.2199 | 28.3501 |
1.6704 | - | 2.5056 | 20.2327 | 14.6215 | 0.7227 | 10.4304 | 136.2899 | 211.0351 | 1.5484 | 0.1901 | 25.9129 |
2.5056 | - | 3.3408 | 28.3258 | 15.2882 | 0.5397 | 6.8740 | 143.0484 | 194.7108 | 1.3612 | 0.1737 | 24.8511 |
3.3408 | - | 4.176 | 36.4189 | 15.9548 | 0.4381 | 5.1023 | 149.2328 | 185.8210 | 1.2452 | 0.1632 | 24.3587 |
4.176 | - | 5.0112 | 44.5120 | 16.6215 | 0.3734 | 4.0613 | 154.9584 | 180.7763 | 1.1666 | 0.1559 | 24.1653 |
5.0112 | - | 5.8464 | 52.6051 | 17.2882 | 0.3286 | 3.3839 | 160.3528 | 178.0108 | 1.1101 | 0.1506 | 24.1526 |
5.8464 | - | 6.6816 | 60.6982 | 17.9548 | 0.2958 | 2.9115 | 165.5291 | 176.7201 | 1.0676 | 0.1466 | 24.2600 |
6.6816 | - | 7.5168 | 68.7912 | 18.6215 | 0.2707 | 2.5649 | 170.5785 | 176.4447 | 1.0344 | 0.1434 | 24.4530 |
7.5168 | - | 8.352 | 76.8843 | 19.2881 | 0.2509 | 2.3009 | 175.5710 | 176.9007 | 1.0076 | 0.1407 | 24.7101 |
8.352 | - | 9.1872 | 84.9774 | 19.9548 | 0.2348 | 2.0935 | 180.5589 | 180.5589 | 1.0000 | 0.1400 | 25.2782 |
9.1872 | - | 10.0224 | 93.0705 | 20.6214 | 0.2216 | 1.9268 | 185.5806 | 185.5806 | 1.0000 | 0.1400 | 25.9813 |
10.0224 | - | 10.8576 | 101.1636 | 21.2881 | 0.2104 | 1.7899 | 190.6635 | 190.6635 | 1.0000 | 0.1400 | 26.6929 |
10.8576 | - | 11.6928 | 109.2567 | 21.9548 | 0.2009 | 1.6758 | 195.8271 | 195.8271 | 1.0000 | 0.1400 | 27.4158 |
11.6928 | - | 12.528 | 117.3498 | 22.6214 | 0.1928 | 1.5792 | 201.0843 | 201.0843 | 1.0000 | 0.1400 | 28.1518 |
12.528 | - | 13.3632 | 125.4429 | 23.2881 | 0.1856 | 1.4965 | 206.4434 | 206.4434 | 1.0000 | 0.1400 | 28.9021 |
13.3632 | - | 14.1984 | 133.5360 | 23.9547 | 0.1794 | 1.4250 | 211.9090 | 211.9090 | 1.0000 | 0.1400 | 29.6673 |
14.1984 | - | 15.0336 | 141.6290 | 24.6214 | 0.1738 | 1.3625 | 217.4830 | 217.4830 | 1.0000 | 0.1400 | 30.4476 |
15.0336 | - | 15.8688 | 149.7221 | 25.2881 | 0.1689 | 1.3075 | 223.1655 | 223.1655 | 1.0000 | 0.1400 | 31.2432 |
15.8688 | - | 16.704 | 157.8152 | 25.9547 | 0.1645 | 1.2587 | 228.9547 | 228.9547 | 1.0000 | 0.1400 | 32.0537 |
16.704 | - | 17.5392 | 165.9083 | 26.6214 | 0.1605 | 1.2151 | 234.8483 | 234.8483 | 1.0000 | 0.1400 | 32.8788 |
17.5392 | - | 18.3744 | 174.0014 | 27.2880 | 0.1568 | 1.1760 | 240.8429 | 240.8429 | 1.0000 | 0.1400 | 33.7180 |
18.3744 | - | 19.2096 | 182.0945 | 27.9547 | 0.1535 | 1.1407 | 246.9347 | 246.9347 | 1.0000 | 0.1400 | 34.5709 |
19.2096 | - | 20.0448 | 190.1876 | 28.6213 | 0.1505 | 1.1087 | 253.1197 | 253.1197 | 1.0000 | 0.1400 | 35.4368 |
20.0448 | - | 20.88 | 198.2807 | 29.2880 | 0.1477 | 1.0796 | 259.3936 | 259.3936 | 1.0000 | 0.1400 | 36.3151 |
20.88 | - | 21.7152 | 206.3737 | 29.9547 | 0.1451 | 1.0529 | 265.7521 | 265.7521 | 1.0000 | 0.1400 | 37.2053 |
21.7152 | - | 22.5504 | 214.4668 | 30.6213 | 0.1428 | 1.0285 | 272.1910 | 272.1910 | 1.0000 | 0.1400 | 38.1067 |
22.5504 | - | 23.3856 | 222.5599 | 31.7574 | 0.1427 | 1.0276 | 278.7062 | 278.7062 | 1.0000 | 0.1400 | 39.0189 |
23.3856 | - | 24.2208 | 230.6530 | 36.0542 | 0.1563 | 1.1705 | 285.2935 | 285.2935 | 1.0000 | 0.1400 | 39.9411 |
24.2208 | - | 25.056 | 238.7461 | 40.3510 | 0.1690 | 1.3087 | 291.9491 | 312.4493 | 1.0702 | 0.1468 | 42.8614 |
25.056 | - | 25.8912 | 246.8392 | 44.6478 | 0.1809 | 1.4419 | 298.6693 | 355.9218 | 1.1917 | 0.1583 | 47.2752 |
25.8912 | - | 26.7264 | 254.9323 | 48.9447 | 0.1920 | 1.5701 | 305.4504 | 400.2735 | 1.3104 | 0.1692 | 51.6726 |
26.7264 | - | 27.5616 | 263.0254 | 53.2415 | 0.2024 | 1.6934 | 312.2892 | 445.3964 | 1.4262 | 0.1795 | 56.0554 |
27.5616 | - | 28.3968 | 271.1184 | 57.5383 | 0.2122 | 1.8118 | 319.1824 | 491.2005 | 1.5389 | 0.1893 | 60.4256 |
28.3968 | - | 29.232 | 279.2115 | 61.8351 | 0.2215 | 1.9255 | 326.1270 | 537.6098 | 1.6485 | 0.1986 | 64.7845 |
29.232 | - | 30.0672 | 287.3046 | 66.1319 | 0.2302 | 2.0346 | 333.1202 | 584.5598 | 1.7548 | 0.2075 | 69.1335 |
30.0672 | - | 30.9024 | 295.3977 | 70.4287 | 0.2384 | 2.1395 | 340.1593 | 631.9952 | 1.8579 | 0.2160 | 73.4738 |
30.9024 | - | 31.7376 | 303.4908 | 74.7255 | 0.2462 | 2.2402 | 347.2418 | 679.8683 | 1.9579 | 0.2241 | 77.8063 |
31.7376 | - | 32.5728 | 311.5839 | 79.0224 | 0.2536 | 2.3369 | 354.3653 | 728.1376 | 2.0548 | 0.2318 | 82.1321 |
32.5728 | - | 33.408 | 319.6770 | 83.3192 | 0.2606 | 2.4298 | 361.5276 | 776.7668 | 2.1486 | 0.2391 | 86.4518 |
33.408 | - | 34.2432 | 327.7701 | 87.6160 | 0.2673 | 2.5192 | 368.7267 | 825.7242 | 2.2394 | 0.2462 | 90.7661 |
34.2432 | - | 35.0784 | 335.8632 | 91.9128 | 0.2737 | 2.6052 | 375.9605 | 874.9815 | 2.3273 | 0.2529 | 95.0758 |
35.0784 | - | 35.9136 | 343.9562 | 96.2096 | 0.2797 | 2.6879 | 383.2272 | 924.5140 | 2.4124 | 0.2593 | 99.3812 |
35.9136 | - | 36.7488 | 352.0493 | 100.5064 | 0.2855 | 2.7675 | 390.5252 | 974.2995 | 2.4948 | 0.2655 | 103.6830 |
36.7488 | - | 37.584 | 360.1424 | 104.8032 | 0.2910 | 2.8442 | 397.8528 | 1024.3180 | 2.5746 | 0.2714 | 107.9814 |
37.584 | - | 38.4192 | 368.2355 | 109.1000 | 0.2963 | 2.9181 | 405.2085 | 1074.5520 | 2.6518 | 0.2771 | 112.2770 |
38.4192 | - | 39.2544 | 376.3286 | 113.3969 | 0.3013 | 2.9894 | 412.5909 | 1124.9855 | 2.7266 | 0.2825 | 116.5700 |
39.2544 | - | 40.0896 | 384.4217 | 117.6937 | 0.3062 | 3.0581 | 419.9987 | 1175.6040 | 2.7991 | 0.2878 | 120.8607 |
40.0896 | - | 40.9248 | 392.5148 | 121.9905 | 0.3108 | 3.1245 | 427.4305 | 1226.3945 | 2.8692 | 0.2928 | 125.1494 |
40.9248 | - | 41.76 | 400.6079 | 126.2873 | 0.3152 | 3.1885 | 434.8853 | 1277.3453 | 2.9372 | 0.2976 | 129.4364 |
z,o′ = initial vertical effective stress, su,o=initial undrained shear strength, su,o/z,o′=initial c/p ratio, OCRpre= pre-embankment over-consolidation ratio, z,f′ = final vertical effective stress, ′max=maximum past pressure, OCRpost= post-embankment over-consolidation ratio, su,f/z,f′= final c/p ratio, su,f=final undrained shear strength |
Table E4. Calculated pile side resistance parameters.
Layer Depth [m] | z [m] | Thickness [m] | σz,f′ [kPa] | su,f [kPa] | α | fn [kPa] | Fs [kN] | ||
0 | - | 0.8352 | 0.4176 | 0.8352 | 121.0378 | 36.83 | 0.85 | 0.00 | 0.00 |
0.8352 | - | 1.6704 | 1.2528 | 0.8352 | 128.9152 | 28.35 | 1.00 | 28.36 | 32.92 |
1.6704 | - | 2.5056 | 2.088 | 0.8352 | 136.2899 | 25.91 | 1.08 | 27.87 | 32.36 |
2.5056 | - | 3.3408 | 2.9232 | 0.8352 | 143.0484 | 24.85 | 1.13 | 27.97 | 32.47 |
3.3408 | - | 4.176 | 3.7584 | 0.8352 | 149.2328 | 24.36 | 1.16 | 28.28 | 32.83 |
4.176 | - | 5.0112 | 4.5936 | 0.8352 | 154.9584 | 24.17 | 1.19 | 28.70 | 33.32 |
5.0112 | - | 5.8464 | 5.4288 | 0.8352 | 160.3528 | 24.15 | 1.21 | 29.19 | 33.89 |
5.8464 | - | 6.6816 | 6.264 | 0.8352 | 165.5291 | 24.26 | 1.23 | 29.72 | 34.51 |
6.6816 | - | 7.5168 | 7.0992 | 0.8352 | 170.5785 | 24.45 | 1.24 | 30.29 | 35.17 |
7.5168 | - | 8.352 | 7.9344 | 0.8352 | 175.5710 | 24.71 | 1.25 | 30.89 | 35.87 |
8.352 | - | 9.1872 | 8.7696 | 0.8352 | 180.5589 | 25.28 | 1.25 | 31.69 | 36.79 |
9.1872 | - | 10.0224 | 9.6048 | 0.8352 | 185.5806 | 25.98 | 1.25 | 32.57 | 37.81 |
10.0224 | - | 10.8576 | 10.44 | 0.8352 | 190.6635 | 26.69 | 1.25 | 33.46 | 38.85 |
10.8576 | - | 11.6928 | 11.2752 | 0.8352 | 195.8271 | 27.42 | 1.25 | 34.37 | 39.90 |
11.6928 | - | 12.528 | 12.1104 | 0.8352 | 201.0843 | 28.15 | 1.25 | 35.29 | 40.97 |
12.528 | - | 13.3632 | 12.9456 | 0.8352 | 206.4434 | 28.90 | 1.25 | 36.23 | 42.06 |
13.3632 | - | 14.1984 | 13.7808 | 0.8352 | 211.9090 | 29.67 | 1.25 | 37.19 | 43.17 |
14.1984 | - | 15.0336 | 14.616 | 0.8352 | 217.4830 | 30.45 | 1.25 | 38.17 | 44.31 |
15.0336 | - | 15.8688 | 15.4512 | 0.8352 | 223.1655 | 31.24 | 1.25 | 39.17 | 45.47 |
15.8688 | - | 16.704 | 16.2864 | 0.8352 | 228.9547 | 32.05 | 1.25 | 40.18 | 46.65 |
16.704 | - | 17.5392 | 17.1216 | 0.8352 | 234.8483 | 32.88 | 1.25 | 41.22 | 47.85 |
17.5392 | - | 18.3744 | 17.9568 | 0.8352 | 240.8429 | 33.72 | 1.25 | 42.27 | 49.07 |
18.3744 | - | 19.2096 | 18.792 | 0.8352 | 246.9347 | 34.57 | 1.25 | 43.34 | 50.31 |
19.2096 | - | 20.0448 | 19.6272 | 0.8352 | 253.1197 | 35.44 | 1.25 | 44.42 | 51.57 |
20.0448 | - | 20.88 | 20.4624 | 0.8352 | 259.3936 | 36.32 | 1.25 | 45.52 | 52.85 |
20.88 | - | 21.7152 | 21.2976 | 0.8352 | 265.7521 | 37.21 | 1.25 | 46.64 | 54.14 |
21.7152 | - | 22.5504 | 22.1328 | 0.8352 | 272.1910 | 38.11 | 1.25 | 47.77 | 55.46 |
22.5504 | - | 23.3856 | 22.968 | 0.8352 | 278.7062 | 39.02 | 1.25 | 48.91 | 56.78 |
23.3856 | - | 24.2208 | 23.8032 | 0.8352 | 285.2935 | 39.94 | 1.25 | 50.07 | 58.13 |
24.2208 | - | 25.056 | 24.6384 | 0.8352 | 291.9491 | 42.86 | 1.22 | 52.47 | 60.91 |
25.056 | - | 25.8912 | 25.4736 | 0.8352 | 298.6693 | 47.28 | 1.18 | 55.73 | 64.70 |
25.8912 | - | 26.7264 | 26.3088 | 0.8352 | 305.4504 | 51.67 | 1.14 | 58.93 | 68.41 |
26.7264 | - | 27.5616 | 27.144 | 0.8352 | 312.2892 | 56.06 | 1.11 | 62.06 | 72.05 |
27.5616 | - | 28.3968 | 27.9792 | 0.8352 | 319.1824 | 60.43 | 1.08 | 65.14 | 75.62 |
28.3968 | - | 29.232 | 28.8144 | 0.8352 | 326.1270 | 64.78 | 1.05 | 68.18 | 79.15 |
29.232 | - | 30.0672 | 29.6496 | 0.8352 | 333.1202 | 69.13 | 1.03 | 71.18 | 82.63 |
30.0672 | - | 30.9024 | 30.4848 | 0.8352 | 340.1593 | 73.47 | 1.01 | 74.15 | 86.08 |
30.9024 | - | 31.7376 | 31.32 | 0.8352 | 347.2418 | 77.81 | 0.99 | 77.10 | 89.50 |
31.7376 | - | 32.5728 | 32.1552 | 0.8352 | 354.3653 | 82.13 | 0.97 | 80.02 | 92.90 |
32.5728 | - | 33.408 | 32.9904 | 0.8352 | 361.5276 | 86.45 | 0.96 | 82.92 | 96.27 |
33.408 | - | 34.2432 | 33.8256 | 0.8352 | 368.7267 | 90.77 | 0.95 | 85.81 | 99.62 |
34.2432 | - | 35.0784 | 34.6608 | 0.8352 | 375.9605 | 95.08 | 0.93 | 88.68 | 102.95 |
35.0784 | - | 35.9136 | 35.496 | 0.8352 | 383.2272 | 99.38 | 0.92 | 91.54 | 106.27 |
35.9136 | - | 36.7488 | 36.3312 | 0.8352 | 390.5252 | 103.68 | 0.91 | 94.38 | 109.57 |
36.7488 | - | 37.584 | 37.1664 | 0.8352 | 397.8528 | 107.98 | 0.90 | 97.22 | 112.86 |
37.584 | - | 38.4192 | 38.0016 | 0.8352 | 405.2085 | 112.28 | 0.89 | 100.05 | 116.15 |
38.4192 | - | 39.2544 | 38.8368 | 0.8352 | 412.5909 | 116.57 | 0.88 | 102.86 | 119.42 |
39.2544 | - | 40.0896 | 39.672 | 0.8352 | 419.9987 | 120.86 | 0.87 | 105.68 | 122.68 |
40.0896 | - | 40.9248 | 40.5072 | 0.8352 | 427.4305 | 125.15 | 0.87 | 108.48 | 125.94 |
40.9248 | - | 41.76 | 41.3424 | 0.8352 | 434.8853 | 129.44 | 0.86 | 111.28 | 129.19 |
z = layer midpoint depth, z,f′ = vertical effective stress, su,f = undrained shear strength, = total stress side resistance parameter, fn=nominal unit side resistance, Fs=sublayer side resistance. Note: fn neglected for top 1.5m |
Table E5. Calculated load as a function of depth.
Layer Depth | z | Q | R | δEC,s | δEC | Comments: z=depth, Q=load, R=resistance, δEC,s=segmental elastic compression, δEC=cumulative elastic compression (from bottom to top), A=pile cross-sectional area=0.145[m2] Ep=pile elastic modulus=2.41E+07[kPa] Ls=length of each pile segment=0.8532[m] |
|||
[m] | [m] | [kN] | [kN] | [kN] | [m] | [m] | |||
0 | - | 0.8352 | 0.4176 | 2225.00 | 3377.24 | 2225.00 | 0.0005 | 0.0242 | |
0.8352 | - | 1.6704 | 1.2528 | 2257.92 | 3377.24 | 2257.92 | 0.0005 | 0.0236 | |
1.6704 | - | 2.5056 | 2.088 | 2290.28 | 3344.32 | 2290.28 | 0.0005 | 0.0231 | |
2.5056 | - | 3.3408 | 2.9232 | 2322.74 | 3311.96 | 2322.74 | 0.0006 | 0.0226 | |
3.3408 | - | 4.176 | 3.7584 | 2355.58 | 3279.50 | 2355.58 | 0.0006 | 0.0220 | |
4.176 | - | 5.0112 | 4.5936 | 2388.90 | 3246.67 | 2388.90 | 0.0006 | 0.0214 | |
5.0112 | - | 5.8464 | 5.4288 | 2422.78 | 3213.35 | 2422.78 | 0.0006 | 0.0209 | |
5.8464 | - | 6.6816 | 6.264 | 2457.29 | 3179.46 | 2457.29 | 0.0006 | 0.0203 | |
6.6816 | - | 7.5168 | 7.0992 | 2492.46 | 3144.95 | 2492.46 | 0.0006 | 0.0197 | |
7.5168 | - | 8.352 | 7.9344 | 2528.32 | 3109.79 | 2528.32 | 0.0006 | 0.0191 | |
8.352 | - | 9.1872 | 8.7696 | 2565.11 | 3073.92 | 2565.11 | 0.0006 | 0.0185 | |
9.1872 | - | 10.0224 | 9.6048 | 2602.92 | 3037.13 | 2602.92 | 0.0006 | 0.0179 | |
10.0224 | - | 10.8576 | 10.44 | 2641.77 | 2999.32 | 2641.77 | 0.0006 | 0.0173 | |
10.8576 | - | 11.6928 | 11.2752 | 2681.67 | 2960.48 | 2681.67 | 0.0006 | 0.0166 | |
11.6928 | - | 12.528 | 12.1104 | 2722.64 | 2920.58 | 2722.64 | 0.0007 | 0.0160 | |
12.528 | - | 13.3632 | 12.9456 | 2764.70 | 2879.61 | 2764.70 | 0.0007 | 0.0153 | |
13.3632 | - | 14.1984 | 13.7808 | 2807.87 | 2837.55 | 2807.87 | 0.0007 | 0.0147 | |
14.1984 | - | 15.0336 | 14.616 | 2852.18 | 2794.37 | 2794.37 | 0.0007 | 0.0140 | |
15.0336 | - | 15.8688 | 15.4512 | 2897.65 | 2750.06 | 2750.06 | 0.0007 | 0.0133 | |
15.8688 | - | 16.704 | 16.2864 | 2944.30 | 2704.59 | 2704.59 | 0.0006 | 0.0127 | |
16.704 | - | 17.5392 | 17.1216 | 2992.15 | 2657.95 | 2657.95 | 0.0006 | 0.0120 | |
17.5392 | - | 18.3744 | 17.9568 | 3041.22 | 2610.10 | 2610.10 | 0.0006 | 0.0114 | |
18.3744 | - | 19.2096 | 18.792 | 3091.53 | 2561.03 | 2561.03 | 0.0006 | 0.0108 | |
19.2096 | - | 20.0448 | 19.6272 | 3143.10 | 2510.72 | 2510.72 | 0.0006 | 0.0102 | |
20.0448 | - | 20.88 | 20.4624 | 3195.95 | 2459.15 | 2459.15 | 0.0006 | 0.0096 | |
20.88 | - | 21.7152 | 21.2976 | 3250.09 | 2406.30 | 2406.30 | 0.0006 | 0.0090 | |
21.7152 | - | 22.5504 | 22.1328 | 3305.55 | 2352.15 | 2352.15 | 0.0006 | 0.0084 | |
22.5504 | - | 23.3856 | 22.968 | 3362.33 | 2296.69 | 2296.69 | 0.0005 | 0.0078 | |
23.3856 | - | 24.2208 | 23.8032 | 3420.46 | 2239.91 | 2239.91 | 0.0005 | 0.0073 | |
24.2208 | - | 25.056 | 24.6384 | 3481.37 | 2181.78 | 2181.78 | 0.0005 | 0.0068 | |
25.056 | - | 25.8912 | 25.4736 | 3546.08 | 2120.87 | 2120.87 | 0.0005 | 0.0062 | |
25.8912 | - | 26.7264 | 26.3088 | 3614.48 | 2056.17 | 2056.17 | 0.0005 | 0.0057 | |
26.7264 | - | 27.5616 | 27.144 | 3686.53 | 1987.76 | 1987.76 | 0.0005 | 0.0052 | |
27.5616 | - | 28.3968 | 27.9792 | 3762.15 | 1915.71 | 1915.71 | 0.0005 | 0.0048 | |
28.3968 | - | 29.232 | 28.8144 | 3841.30 | 1840.09 | 1840.09 | 0.0004 | 0.0043 | |
29.232 | - | 30.0672 | 29.6496 | 3923.94 | 1760.94 | 1760.94 | 0.0004 | 0.0039 | |
30.0672 | - | 30.9024 | 30.4848 | 4010.02 | 1678.31 | 1678.31 | 0.0004 | 0.0035 | |
30.9024 | - | 31.7376 | 31.32 | 4099.52 | 1592.22 | 1592.22 | 0.0004 | 0.0030 | |
31.7376 | - | 32.5728 | 32.1552 | 4192.42 | 1502.72 | 1502.72 | 0.0004 | 0.0027 | |
32.5728 | - | 33.408 | 32.9904 | 4288.69 | 1409.82 | 1409.82 | 0.0003 | 0.0023 | |
33.408 | - | 34.2432 | 33.8256 | 4388.30 | 1313.56 | 1313.56 | 0.0003 | 0.0020 | |
34.2432 | - | 35.0784 | 34.6608 | 4491.25 | 1213.94 | 1213.94 | 0.0003 | 0.0017 | |
35.0784 | - | 35.9136 | 35.496 | 4597.52 | 1110.99 | 1110.99 | 0.0003 | 0.0014 | |
35.9136 | - | 36.7488 | 36.3312 | 4707.09 | 1004.73 | 1004.73 | 0.0002 | 0.0011 | |
36.7488 | - | 37.584 | 37.1664 | 4819.95 | 895.15 | 895.15 | 0.0002 | 0.0009 | |
37.584 | - | 38.4192 | 38.0016 | 4936.10 | 782.29 | 782.29 | 0.0002 | 0.0006 | |
38.4192 | - | 39.2544 | 38.8368 | 5055.51 | 666.15 | 666.15 | 0.0002 | 0.0005 | |
39.2544 | - | 40.0896 | 39.672 | 5178.20 | 546.73 | 546.73 | 0.0001 | 0.0003 | |
40.0896 | - | 40.9248 | 40.5072 | 5304.14 | 424.05 | 424.05 | 0.0001 | 0.0002 | |
40.9248 | - | 41.76 | 41.3424 | 5433.33 | 298.11 | 298.11 | 0.0001 | 0.0001 |
Table F2. Calculated soil settlements resulting from drawdown event.
Layer Depth | z | Thickness | σzo′ | σzf′ | ∆σ | εz | δincrement | Σδreversed | ||
[m] | [m] | [m] | [kPa] | [kPa] | [kPa] | [m] | [m] | |||
0 | - | 0.8352 | 0.4176 | 0.8352 | 8.1432 | 8.1432 | 4.0967 | 0.0001 | 0.0001 | 0.0787 |
0.8352 | - | 1.6704 | 1.2528 | 0.8352 | 24.4296 | 24.4296 | 12.2900 | 0.0004 | 0.0004 | 0.0786 |
1.6704 | - | 2.5056 | 2.088 | 0.8352 | 40.7160 | 40.7160 | 20.4833 | 0.0007 | 0.0006 | 0.0782 |
2.5056 | - | 3.3408 | 2.9232 | 0.8352 | 57.0024 | 57.0024 | 28.6766 | 0.0010 | 0.0008 | 0.0777 |
3.3408 | - | 4.176 | 3.7584 | 0.8352 | 73.2888 | 73.2888 | 36.8699 | 0.0013 | 0.0011 | 0.0768 |
4.176 | - | 5.0112 | 4.5936 | 0.8352 | 89.5752 | 89.5752 | 45.0632 | 0.0016 | 0.0013 | 0.0758 |
5.0112 | - | 5.8464 | 5.4288 | 0.8352 | 105.8616 | 105.8616 | 53.2565 | 0.0018 | 0.0015 | 0.0745 |
5.8464 | - | 6.6816 | 6.264 | 0.8352 | 119.5582 | 119.5582 | 58.8600 | 0.0020 | 0.0017 | 0.0729 |
6.6816 | - | 7.5168 | 7.0992 | 0.8352 | 127.6512 | 127.6512 | 58.8600 | 0.0020 | 0.0017 | 0.0712 |
7.5168 | - | 8.352 | 7.9344 | 0.8352 | 135.7443 | 135.7443 | 58.8600 | 0.0020 | 0.0017 | 0.0695 |
8.352 | - | 9.1872 | 8.7696 | 0.8352 | 143.8374 | 143.8374 | 58.8600 | 0.0020 | 0.0017 | 0.0678 |
9.1872 | - | 10.0224 | 9.6048 | 0.8352 | 151.9305 | 151.9305 | 58.8600 | 0.0020 | 0.0017 | 0.0662 |
10.0224 | - | 10.8576 | 10.44 | 0.8352 | 160.0236 | 160.0236 | 58.8600 | 0.0020 | 0.0017 | 0.0645 |
10.8576 | - | 11.6928 | 11.2752 | 0.8352 | 168.1167 | 168.1167 | 58.8600 | 0.0020 | 0.0017 | 0.0628 |
11.6928 | - | 12.528 | 12.1104 | 0.8352 | 176.2098 | 176.2098 | 58.8600 | 0.0020 | 0.0017 | 0.0611 |
12.528 | - | 13.3632 | 12.9456 | 0.8352 | 184.3029 | 184.3029 | 58.8600 | 0.0020 | 0.0017 | 0.0594 |
13.3632 | - | 14.1984 | 13.7808 | 0.8352 | 192.3960 | 192.3960 | 58.8600 | 0.0020 | 0.0017 | 0.0577 |
14.1984 | - | 15.0336 | 14.616 | 0.8352 | 200.4890 | 200.4890 | 58.8600 | 0.0020 | 0.0017 | 0.0560 |
15.0336 | - | 15.8688 | 15.4512 | 0.8352 | 208.5821 | 208.5821 | 58.8600 | 0.0020 | 0.0017 | 0.0543 |
15.8688 | - | 16.704 | 16.2864 | 0.8352 | 216.6752 | 216.6752 | 58.8600 | 0.0020 | 0.0017 | 0.0526 |
16.704 | - | 17.5392 | 17.1216 | 0.8352 | 224.7683 | 224.7683 | 58.8600 | 0.0020 | 0.0017 | 0.0509 |
17.5392 | - | 18.3744 | 17.9568 | 0.8352 | 232.8614 | 232.8614 | 58.8600 | 0.0020 | 0.0017 | 0.0492 |
18.3744 | - | 19.2096 | 18.792 | 0.8352 | 240.9545 | 240.9545 | 58.8600 | 0.0020 | 0.0017 | 0.0475 |
19.2096 | - | 20.0448 | 19.6272 | 0.8352 | 249.0476 | 249.0476 | 58.8600 | 0.0020 | 0.0017 | 0.0458 |
20.0448 | - | 20.88 | 20.4624 | 0.8352 | 257.1407 | 257.1407 | 58.8600 | 0.0020 | 0.0017 | 0.0441 |
20.88 | - | 21.7152 | 21.2976 | 0.8352 | 265.2337 | 265.2337 | 58.8600 | 0.0020 | 0.0017 | 0.0424 |
21.7152 | - | 22.5504 | 22.1328 | 0.8352 | 273.3268 | 273.3268 | 58.8600 | 0.0020 | 0.0017 | 0.0407 |
22.5504 | - | 23.3856 | 22.968 | 0.8352 | 281.4199 | 281.4199 | 58.8600 | 0.0020 | 0.0017 | 0.0390 |
23.3856 | - | 24.2208 | 23.8032 | 0.8352 | 289.5130 | 289.5130 | 58.8600 | 0.0020 | 0.0017 | 0.0373 |
24.2208 | - | 25.056 | 24.6384 | 0.8352 | 297.6061 | 297.6061 | 58.8600 | 0.0020 | 0.0017 | 0.0356 |
25.056 | - | 25.8912 | 25.4736 | 0.8352 | 305.6992 | 305.6992 | 58.8600 | 0.0020 | 0.0017 | 0.0339 |
25.8912 | - | 26.7264 | 26.3088 | 0.8352 | 313.7923 | 313.7923 | 58.8600 | 0.0020 | 0.0017 | 0.0322 |
26.7264 | - | 27.5616 | 27.144 | 0.8352 | 321.8854 | 321.8854 | 58.8600 | 0.0020 | 0.0017 | 0.0305 |
27.5616 | - | 28.3968 | 27.9792 | 0.8352 | 329.9784 | 329.9784 | 58.8600 | 0.0020 | 0.0017 | 0.0288 |
28.3968 | - | 29.232 | 28.8144 | 0.8352 | 338.0715 | 338.0715 | 58.8600 | 0.0020 | 0.0017 | 0.0271 |
29.232 | - | 30.0672 | 29.6496 | 0.8352 | 346.1646 | 346.1646 | 58.8600 | 0.0020 | 0.0017 | 0.0254 |
30.0672 | - | 30.9024 | 30.4848 | 0.8352 | 354.2577 | 354.2577 | 58.8600 | 0.0020 | 0.0017 | 0.0237 |
30.9024 | - | 31.7376 | 31.32 | 0.8352 | 362.3508 | 362.3508 | 58.8600 | 0.0020 | 0.0017 | 0.0221 |
31.7376 | - | 32.5728 | 32.1552 | 0.8352 | 370.4439 | 370.4439 | 58.8600 | 0.0020 | 0.0017 | 0.0204 |
32.5728 | - | 33.408 | 32.9904 | 0.8352 | 378.5370 | 378.5370 | 58.8600 | 0.0020 | 0.0017 | 0.0187 |
33.408 | - | 34.2432 | 33.8256 | 0.8352 | 386.6301 | 386.6301 | 58.8600 | 0.0020 | 0.0017 | 0.0170 |
34.2432 | - | 35.0784 | 34.6608 | 0.8352 | 394.7232 | 394.7232 | 58.8600 | 0.0020 | 0.0017 | 0.0153 |
35.0784 | - | 35.9136 | 35.496 | 0.8352 | 402.8162 | 402.8162 | 58.8600 | 0.0020 | 0.0017 | 0.0136 |
35.9136 | - | 36.7488 | 36.3312 | 0.8352 | 410.9093 | 410.9093 | 58.8600 | 0.0020 | 0.0017 | 0.0119 |
36.7488 | - | 37.584 | 37.1664 | 0.8352 | 419.0024 | 419.0024 | 58.8600 | 0.0020 | 0.0017 | 0.0102 |
37.584 | - | 38.4192 | 38.0016 | 0.8352 | 427.0955 | 427.0955 | 58.8600 | 0.0020 | 0.0017 | 0.0085 |
38.4192 | - | 39.2544 | 38.8368 | 0.8352 | 435.1886 | 435.1886 | 58.8600 | 0.0020 | 0.0017 | 0.0068 |
39.2544 | - | 40.0896 | 39.672 | 0.8352 | 443.2817 | 443.2817 | 58.8600 | 0.0020 | 0.0017 | 0.0051 |
40.0896 | - | 40.9248 | 40.5072 | 0.8352 | 451.3748 | 451.3748 | 58.8600 | 0.0020 | 0.0017 | 0.0034 |
40.9248 | - | 41.76 | 41.3424 | 0.8352 | 459.4679 | 459.4679 | 58.8600 | 0.0020 | 0.0017 | 0.0017 |
z = layer midpoint depth, σzo′ = vertical effective stress, σzf′ = final effective stress, ∆σ = change in effective stress, εz = incremental soil strain, δincrement = incremental soil settlement, Σδreversed = soil settlement from tip of pile to top of pile. |
Table F3. Calculated pile side resistance parameters for the pre-drawdown condition.
Layer Depth | z | Thickness | γ | σzo′ | su | α | fn | Fs | ||
[m] | [m] | [m] | [kN/m3] | [kPa] | [kPa] | [kPa] | [kN] | |||
0 | - | 0.8352 | 0.4176 | 0.8352 | 19.5 | 4.0465 | 13.29 | 0.35 | 0.00 | 0.00 |
0.8352 | - | 1.6704 | 1.2528 | 0.8352 | 19.5 | 12.1396 | 13.95 | 0.45 | 6.32 | 7.34 |
1.6704 | - | 2.5056 | 2.088 | 0.8352 | 19.5 | 20.2327 | 14.62 | 0.55 | 8.07 | 9.37 |
2.5056 | - | 3.3408 | 2.9232 | 0.8352 | 19.5 | 28.3258 | 15.29 | 0.64 | 9.76 | 11.33 |
3.3408 | - | 4.176 | 3.7584 | 0.8352 | 19.5 | 36.4189 | 15.95 | 0.71 | 11.31 | 13.13 |
4.176 | - | 5.0112 | 4.5936 | 0.8352 | 19.5 | 44.5120 | 16.62 | 0.77 | 12.76 | 14.81 |
5.0112 | - | 5.8464 | 5.4288 | 0.8352 | 19.5 | 52.6051 | 17.29 | 0.82 | 14.14 | 16.42 |
5.8464 | - | 6.6816 | 6.264 | 0.8352 | 19.5 | 60.6982 | 17.95 | 0.86 | 15.48 | 17.98 |
6.6816 | - | 7.5168 | 7.0992 | 0.8352 | 19.5 | 68.7912 | 18.62 | 0.90 | 16.79 | 19.49 |
7.5168 | - | 8.352 | 7.9344 | 0.8352 | 19.5 | 76.8843 | 19.29 | 0.94 | 18.06 | 20.97 |
8.352 | - | 9.1872 | 8.7696 | 0.8352 | 19.5 | 84.9774 | 19.95 | 0.97 | 19.31 | 22.42 |
9.1872 | - | 10.0224 | 9.6048 | 0.8352 | 19.5 | 93.0705 | 20.62 | 1.00 | 20.55 | 23.86 |
10.0224 | - | 10.8576 | 10.44 | 0.8352 | 19.5 | 101.1636 | 21.29 | 1.02 | 21.77 | 25.27 |
10.8576 | - | 11.6928 | 11.2752 | 0.8352 | 19.5 | 109.2567 | 21.95 | 1.05 | 22.97 | 26.67 |
11.6928 | - | 12.528 | 12.1104 | 0.8352 | 19.5 | 117.3498 | 22.62 | 1.07 | 24.17 | 28.06 |
12.528 | - | 13.3632 | 12.9456 | 0.8352 | 19.5 | 125.4429 | 23.29 | 1.09 | 25.35 | 29.43 |
13.3632 | - | 14.1984 | 13.7808 | 0.8352 | 19.5 | 133.5360 | 23.95 | 1.11 | 26.53 | 30.80 |
14.1984 | - | 15.0336 | 14.616 | 0.8352 | 19.5 | 141.6290 | 24.62 | 1.12 | 27.70 | 32.16 |
15.0336 | - | 15.8688 | 15.4512 | 0.8352 | 19.5 | 149.7221 | 25.29 | 1.14 | 28.86 | 33.51 |
15.8688 | - | 16.704 | 16.2864 | 0.8352 | 19.5 | 157.8152 | 25.95 | 1.16 | 30.02 | 34.85 |
16.704 | - | 17.5392 | 17.1216 | 0.8352 | 19.5 | 165.9083 | 26.62 | 1.17 | 31.17 | 36.19 |
17.5392 | - | 18.3744 | 17.9568 | 0.8352 | 19.5 | 174.0014 | 27.29 | 1.18 | 32.32 | 37.52 |
18.3744 | - | 19.2096 | 18.792 | 0.8352 | 19.5 | 182.0945 | 27.95 | 1.20 | 33.46 | 38.85 |
19.2096 | - | 20.0448 | 19.6272 | 0.8352 | 19.5 | 190.1876 | 28.62 | 1.21 | 34.61 | 40.17 |
20.0448 | - | 20.88 | 20.4624 | 0.8352 | 19.5 | 198.2807 | 29.29 | 1.22 | 35.74 | 41.50 |
20.88 | - | 21.7152 | 21.2976 | 0.8352 | 19.5 | 206.3737 | 29.95 | 1.23 | 36.88 | 42.81 |
21.7152 | - | 22.5504 | 22.1328 | 0.8352 | 19.5 | 214.4668 | 30.62 | 1.24 | 38.01 | 44.13 |
22.5504 | - | 23.3856 | 22.968 | 0.8352 | 19.5 | 222.5599 | 31.76 | 1.24 | 39.43 | 45.78 |
23.3856 | - | 24.2208 | 23.8032 | 0.8352 | 19.5 | 230.6530 | 36.05 | 1.19 | 42.77 | 49.66 |
24.2208 | - | 25.056 | 24.6384 | 0.8352 | 19.5 | 238.7461 | 40.35 | 1.14 | 46.04 | 53.45 |
25.056 | - | 25.8912 | 25.4736 | 0.8352 | 19.5 | 246.8392 | 44.65 | 1.10 | 49.24 | 57.16 |
25.8912 | - | 26.7264 | 26.3088 | 0.8352 | 19.5 | 254.9323 | 48.94 | 1.07 | 52.39 | 60.82 |
26.7264 | - | 27.5616 | 27.144 | 0.8352 | 19.5 | 263.0254 | 53.24 | 1.04 | 55.51 | 64.44 |
27.5616 | - | 28.3968 | 27.9792 | 0.8352 | 19.5 | 271.1184 | 57.54 | 1.02 | 58.58 | 68.01 |
28.3968 | - | 29.232 | 28.8144 | 0.8352 | 19.5 | 279.2115 | 61.84 | 1.00 | 61.63 | 71.55 |
29.232 | - | 30.0672 | 29.6496 | 0.8352 | 19.5 | 287.3046 | 66.13 | 0.98 | 64.65 | 75.06 |
30.0672 | - | 30.9024 | 30.4848 | 0.8352 | 19.5 | 295.3977 | 70.43 | 0.96 | 67.65 | 78.54 |
30.9024 | - | 31.7376 | 31.32 | 0.8352 | 19.5 | 303.4908 | 74.73 | 0.95 | 70.63 | 82.00 |
31.7376 | - | 32.5728 | 32.1552 | 0.8352 | 19.5 | 311.5839 | 79.02 | 0.93 | 73.60 | 85.44 |
32.5728 | - | 33.408 | 32.9904 | 0.8352 | 19.5 | 319.6770 | 83.32 | 0.92 | 76.55 | 88.87 |
33.408 | - | 34.2432 | 33.8256 | 0.8352 | 19.5 | 327.7701 | 87.62 | 0.91 | 79.49 | 92.28 |
34.2432 | - | 35.0784 | 34.6608 | 0.8352 | 19.5 | 335.8632 | 91.91 | 0.90 | 82.41 | 95.67 |
35.0784 | - | 35.9136 | 35.496 | 0.8352 | 19.5 | 343.9562 | 96.21 | 0.89 | 85.32 | 99.06 |
35.9136 | - | 36.7488 | 36.3312 | 0.8352 | 19.5 | 352.0493 | 100.51 | 0.88 | 88.23 | 102.43 |
36.7488 | - | 37.584 | 37.1664 | 0.8352 | 19.5 | 360.1424 | 104.80 | 0.87 | 91.12 | 105.79 |
37.584 | - | 38.4192 | 38.0016 | 0.8352 | 19.5 | 368.2355 | 109.10 | 0.86 | 94.01 | 109.14 |
38.4192 | - | 39.2544 | 38.8368 | 0.8352 | 19.5 | 376.3286 | 113.40 | 0.85 | 96.89 | 112.49 |
39.2544 | - | 40.0896 | 39.672 | 0.8352 | 19.5 | 384.4217 | 117.69 | 0.85 | 99.77 | 115.82 |
40.0896 | - | 40.9248 | 40.5072 | 0.8352 | 19.5 | 392.5148 | 121.99 | 0.84 | 102.64 | 119.15 |
40.9248 | - | 41.76 | 41.3424 | 0.8352 | 19.5 | 400.6079 | 126.29 | 0.84 | 105.50 | 122.48 |
z = layer midpoint depth, σzo′ = vertical effective stress, γ=unit weight, su = undrained shear strength, α = total stress side resistance parameter, fn=nominal unit side resistance, Fs=sublayer side resistance. Note: fn neglected for top 1.5m |
Table F4. Calculated pile side resistance parameters for the post-drawdown condition.
Layer Depth | z | Thickness | γ | σzo′ | su | α | fn | Fs | ||
[m] | [m] | [m] | [kN/m3] | [kPa] | [kPa] | [kPa] | [kN] | |||
0 | - | 0.8352 | 0.4176 | 0.8352 | 19.5 | 8.1432 | 13.29 | 0.41 | 0.00 | 0.00 |
0.8352 | - | 1.6704 | 1.2528 | 0.8352 | 19.5 | 24.4296 | 13.95 | 0.62 | 8.66 | 10.05 |
1.6704 | - | 2.5056 | 2.088 | 0.8352 | 19.5 | 40.7160 | 14.62 | 0.78 | 11.44 | 13.29 |
2.5056 | - | 3.3408 | 2.9232 | 0.8352 | 19.5 | 57.0024 | 15.29 | 0.91 | 13.85 | 16.07 |
3.3408 | - | 4.176 | 3.7584 | 0.8352 | 19.5 | 73.2888 | 15.95 | 1.01 | 16.04 | 18.62 |
4.176 | - | 5.0112 | 4.5936 | 0.8352 | 19.5 | 89.5752 | 16.62 | 1.09 | 18.10 | 21.01 |
5.0112 | - | 5.8464 | 5.4288 | 0.8352 | 19.5 | 105.8616 | 17.29 | 1.16 | 20.07 | 23.29 |
5.8464 | - | 6.6816 | 6.264 | 0.8352 | 19.5 | 119.5582 | 17.95 | 1.21 | 21.73 | 25.23 |
6.6816 | - | 7.5168 | 7.0992 | 0.8352 | 19.5 | 127.6512 | 18.62 | 1.23 | 22.87 | 26.55 |
7.5168 | - | 8.352 | 7.9344 | 0.8352 | 19.5 | 135.7443 | 19.29 | 1.24 | 24.00 | 27.86 |
8.352 | - | 9.1872 | 8.7696 | 0.8352 | 19.5 | 143.8374 | 19.95 | 1.26 | 25.13 | 29.17 |
9.1872 | - | 10.0224 | 9.6048 | 0.8352 | 19.5 | 151.9305 | 20.62 | 1.27 | 26.25 | 30.48 |
10.0224 | - | 10.8576 | 10.44 | 0.8352 | 19.5 | 160.0236 | 21.29 | 1.29 | 27.38 | 31.78 |
10.8576 | - | 11.6928 | 11.2752 | 0.8352 | 19.5 | 168.1167 | 21.95 | 1.30 | 28.50 | 33.08 |
11.6928 | - | 12.528 | 12.1104 | 0.8352 | 19.5 | 176.2098 | 22.62 | 1.31 | 29.61 | 34.38 |
12.528 | - | 13.3632 | 12.9456 | 0.8352 | 19.5 | 184.3029 | 23.29 | 1.32 | 30.73 | 35.67 |
13.3632 | - | 14.1984 | 13.7808 | 0.8352 | 19.5 | 192.3960 | 23.95 | 1.33 | 31.84 | 36.97 |
14.1984 | - | 15.0336 | 14.616 | 0.8352 | 19.5 | 200.4890 | 24.62 | 1.34 | 32.95 | 38.26 |
15.0336 | - | 15.8688 | 15.4512 | 0.8352 | 19.5 | 208.5821 | 25.29 | 1.35 | 34.06 | 39.55 |
15.8688 | - | 16.704 | 16.2864 | 0.8352 | 19.5 | 216.6752 | 25.95 | 1.36 | 35.17 | 40.83 |
16.704 | - | 17.5392 | 17.1216 | 0.8352 | 19.5 | 224.7683 | 26.62 | 1.36 | 36.28 | 42.12 |
17.5392 | - | 18.3744 | 17.9568 | 0.8352 | 19.5 | 232.8614 | 27.29 | 1.37 | 37.39 | 43.41 |
18.3744 | - | 19.2096 | 18.792 | 0.8352 | 19.5 | 240.9545 | 27.95 | 1.38 | 38.50 | 44.69 |
19.2096 | - | 20.0448 | 19.6272 | 0.8352 | 19.5 | 249.0476 | 28.62 | 1.38 | 39.60 | 45.97 |
20.0448 | - | 20.88 | 20.4624 | 0.8352 | 19.5 | 257.1407 | 29.29 | 1.39 | 40.70 | 47.25 |
20.88 | - | 21.7152 | 21.2976 | 0.8352 | 19.5 | 265.2337 | 29.95 | 1.40 | 41.81 | 48.54 |
21.7152 | - | 22.5504 | 22.1328 | 0.8352 | 19.5 | 273.3268 | 30.62 | 1.40 | 42.91 | 49.82 |
22.5504 | - | 23.3856 | 22.968 | 0.8352 | 19.5 | 281.4199 | 31.76 | 1.40 | 44.34 | 51.48 |
23.3856 | - | 24.2208 | 23.8032 | 0.8352 | 19.5 | 289.5130 | 36.05 | 1.33 | 47.92 | 55.63 |
24.2208 | - | 25.056 | 24.6384 | 0.8352 | 19.5 | 297.6061 | 40.35 | 1.27 | 51.40 | 59.67 |
25.056 | - | 25.8912 | 25.4736 | 0.8352 | 19.5 | 305.6992 | 44.65 | 1.23 | 54.80 | 63.62 |
25.8912 | - | 26.7264 | 26.3088 | 0.8352 | 19.5 | 313.7923 | 48.94 | 1.19 | 58.13 | 67.48 |
26.7264 | - | 27.5616 | 27.144 | 0.8352 | 19.5 | 321.8854 | 53.24 | 1.15 | 61.40 | 71.28 |
27.5616 | - | 28.3968 | 27.9792 | 0.8352 | 19.5 | 329.9784 | 57.54 | 1.12 | 64.63 | 75.03 |
28.3968 | - | 29.232 | 28.8144 | 0.8352 | 19.5 | 338.0715 | 61.84 | 1.10 | 67.82 | 78.73 |
29.232 | - | 30.0672 | 29.6496 | 0.8352 | 19.5 | 346.1646 | 66.13 | 1.07 | 70.97 | 82.39 |
30.0672 | - | 30.9024 | 30.4848 | 0.8352 | 19.5 | 354.2577 | 70.43 | 1.05 | 74.09 | 86.01 |
30.9024 | - | 31.7376 | 31.32 | 0.8352 | 19.5 | 362.3508 | 74.73 | 1.03 | 77.18 | 89.60 |
31.7376 | - | 32.5728 | 32.1552 | 0.8352 | 19.5 | 370.4439 | 79.02 | 1.02 | 80.25 | 93.17 |
32.5728 | - | 33.408 | 32.9904 | 0.8352 | 19.5 | 378.5370 | 83.32 | 1.00 | 83.30 | 96.70 |
33.408 | - | 34.2432 | 33.8256 | 0.8352 | 19.5 | 386.6301 | 87.62 | 0.99 | 86.33 | 100.22 |
34.2432 | - | 35.0784 | 34.6608 | 0.8352 | 19.5 | 394.7232 | 91.91 | 0.97 | 89.34 | 103.72 |
35.0784 | - | 35.9136 | 35.496 | 0.8352 | 19.5 | 402.8162 | 96.21 | 0.96 | 92.34 | 107.20 |
35.9136 | - | 36.7488 | 36.3312 | 0.8352 | 19.5 | 410.9093 | 100.51 | 0.95 | 95.32 | 110.66 |
36.7488 | - | 37.584 | 37.1664 | 0.8352 | 19.5 | 419.0024 | 104.80 | 0.94 | 98.29 | 114.11 |
37.584 | - | 38.4192 | 38.0016 | 0.8352 | 19.5 | 427.0955 | 109.10 | 0.93 | 101.25 | 117.54 |
38.4192 | - | 39.2544 | 38.8368 | 0.8352 | 19.5 | 435.1886 | 113.40 | 0.92 | 104.20 | 120.96 |
39.2544 | - | 40.0896 | 39.672 | 0.8352 | 19.5 | 443.2817 | 117.69 | 0.91 | 107.13 | 124.37 |
40.0896 | - | 40.9248 | 40.5072 | 0.8352 | 19.5 | 451.3748 | 121.99 | 0.90 | 110.06 | 127.78 |
40.9248 | - | 41.76 | 41.3424 | 0.8352 | 19.5 | 459.4679 | 126.29 | 0.89 | 112.98 | 131.17 |
z = layer midpoint depth, σzo′ = vertical effective stress, γ=unit weight, su = undrained shear strength, α = total stress side resistance parameter, fn=nominal unit side resistance, Fs=sublayer side resistance. Note: fn neglected for top 1.5m |
TZPILE Depth | Layer Depth | Midpoint Depth | su | At | qn′ | ||
[m] | [m] | [m] | [kPa] | [m2] | [kPa] | ||
0 | 0 | - | 0.8352 | 0.4176 | 13.29 | 0.145 | 119.59 |
6 | 5.8464 | - | 6.6816 | 6.264 | 17.95 | 0.145 | 161.59 |
22.86 | 21.7152 | - | 22.504 | 22.1328 | 30.62 | 0.145 | 275.59 |
41.76 | 40.9248 | - | 41.76 | 41.3424 | 126.29 | 0.145 | 1136.58 |
100 | NA | - | NA | NA | NA | NA | NA |
Table F6. Design parameters used to develop t-z and Q-w curves.
Bottom of Layer | |||
Layer 1a | Depth, z, [m] | 0 | 6 |
Unit Weight, γ, [kN/m3] | 19.5 | 19.5 | |
Undrained Shear Strength, su, [kPa] | 12.95 | 17.74 | |
Ultimate Skin Resistance, fs,ult, [kPa] | 8.66 | 21.73 | |
Ultimate Tip Resistance, qp,ult, [kPa] | 116.55 | 159.66 | |
Layer 1b | Depth, z, [m] | 6 | 22.86 |
Unit Weight, γ, [kN/m3] | 9.69 | 9.69 | |
Undrained Shear Strength, su, [kPa] | 17.74 | 31.2 | |
Ultimate Skin Resistance, fs,ult, [kPa] | 21.73 | 42.91 | |
Ultimate Tip Resistance, qp,ult, [kPa] | 159.66 | 280.8 | |
Layer 2 | Depth, z, [m] | 22.86 | 41.76 |
Unit Weight, γ, [kN/m3] | 9.69 | 9.69 | |
Undrained Shear Strength, su, [kPa] | 31.2 | 128.44 | |
Ultimate Skin Resistance, fs,ult, [kPa] | 42.91 | 112.98 | |
Ultimate Tip Resistance, qp,ult, [kPa] | 280.8 | 1155.96 |
Table F7. Develop t-z curves using Vijayvergiya (1977).
Displacement, z, [m] (used for all t-z curves) |
Layer 1a Top of Layer |
Layer 1a Bottom of Layer |
Layer 1b Bottom of Layer |
Layer 2 Bottom of Layer |
Load Transfer, t, [kPa] | ||||
0.0000 | 0.0000 | 0.0000 | 0.0000 | 0.0000 |
0.0010 | 5.1697 | 12.9720 | 25.6157 | 67.4449 |
0.0020 | 6.6347 | 16.6480 | 32.8746 | 86.5572 |
0.0030 | 7.4901 | 18.7945 | 37.1133 | 97.7177 |
0.0040 | 8.0301 | 20.1494 | 39.7887 | 104.7619 |
0.0050 | 8.3684 | 20.9983 | 41.4651 | 109.1756 |
0.0060 | 8.5635 | 21.4878 | 42.4317 | 111.7208 |
0.0070 | 8.6500 | 21.7050 | 42.8607 | 112.8501 |
0.0075 | 8.6600 | 21.7300 | 42.9100 | 112.9800 |
0.0080 | 8.6507 | 21.7066 | 42.8638 | 112.8585 |
z | Combined Load and Resistance | Pile Settlement | Soil Settlement | ||
V | HC | V | HC | ||
[m] | [kN] | [m] | [m] | ||
41.34 | 306 | 299 | 0.0438 | 0.0449 | 0.0017 |
40.51 | 427 | 427 | 0.0439 | 0.0450 | 0.0034 |
39.67 | 544 | 551 | 0.0440 | 0.0451 | 0.0051 |
38.84 | 658 | 672 | 0.0442 | 0.0453 | 0.0068 |
38.00 | 768 | 789 | 0.0444 | 0.0455 | 0.0085 |
37.17 | 875 | 904 | 0.0446 | 0.0457 | 0.0102 |
36.33 | 979 | 1014 | 0.0448 | 0.0459 | 0.0119 |
35.50 | 1079 | 1121 | 0.0450 | 0.0462 | 0.0136 |
34.66 | 1176 | 1225 | 0.0453 | 0.0465 | 0.0153 |
33.83 | 1270 | 1325 | 0.0456 | 0.0468 | 0.0170 |
32.99 | 1360 | 1422 | 0.0459 | 0.0471 | 0.0187 |
32.16 | 1446 | 1515 | 0.0462 | 0.0475 | 0.0204 |
31.32 | 1530 | 1605 | 0.0466 | 0.0479 | 0.0221 |
30.48 | 1609 | 1691 | 0.0470 | 0.0483 | 0.0237 |
29.65 | 1686 | 1773 | 0.0474 | 0.0487 | 0.0254 |
28.81 | 1759 | 1852 | 0.0478 | 0.0491 | 0.0271 |
27.98 | 1829 | 1927 | 0.0482 | 0.0496 | 0.0288 |
27.14 | 1895 | 1998 | 0.0486 | 0.0501 | 0.0305 |
26.31 | 1958 | 2066 | 0.0491 | 0.0506 | 0.0322 |
25.47 | 2017 | 2129 | 0.0496 | 0.0511 | 0.0339 |
24.64 | 2073 | 2189 | 0.0501 | 0.0516 | 0.0356 |
23.80 | 2126 | 2245 | 0.0506 | 0.0521 | 0.0373 |
22.97 | 2175 | 2296 | 0.0511 | 0.0527 | 0.0390 |
22.13 | 2222 | 2346 | 0.0516 | 0.0533 | 0.0407 |
21.30 | 2268 | 2394 | 0.0522 | 0.0538 | 0.0424 |
20.46 | 2312 | 2442 | 0.0527 | 0.0544 | 0.0441 |
19.63 | 2355 | 2488 | 0.0533 | 0.0550 | 0.0458 |
18.79 | 2397 | 2532 | 0.0538 | 0.0556 | 0.0475 |
17.96 | 2438 | 2576 | 0.0544 | 0.0562 | 0.0492 |
17.12 | 2475 | 2618 | 0.0550 | 0.0569 | 0.0509 |
16.29 | 2510 | 2659 | 0.0556 | 0.0575 | 0.0526 |
15.45 | 2541 | 2698 | 0.0562 | 0.0581 | 0.0543 |
14.62 | 2563 | 2677 | 0.0568 | 0.0588 | 0.0560 |
13.78 | 2570 | 2639 | 0.0574 | 0.0594 | 0.0577 |
12.95 | 2556 | 2602 | 0.0580 | 0.0600 | 0.0594 |
12.11 | 2532 | 2566 | 0.0586 | 0.0606 | 0.0611 |
11.28 | 2505 | 2531 | 0.0593 | 0.0612 | 0.0628 |
10.44 | 2477 | 2498 | 0.0598 | 0.0618 | 0.0645 |
9.61 | 2448 | 2467 | 0.0604 | 0.0624 | 0.0662 |
8.77 | 2420 | 2436 | 0.0610 | 0.0630 | 0.0678 |
7.93 | 2393 | 2407 | 0.0616 | 0.0636 | 0.0695 |
7.10 | 2367 | 2379 | 0.0622 | 0.0642 | 0.0712 |
6.26 | 2342 | 2353 | 0.0627 | 0.0647 | 0.0729 |
5.43 | 2319 | 2327 | 0.0633 | 0.0653 | 0.0745 |
4.59 | 2298 | 2304 | 0.0638 | 0.0658 | 0.0758 |
3.76 | 2278 | 2283 | 0.0644 | 0.0664 | 0.0768 |
2.92 | 2261 | 2264 | 0.0649 | 0.0669 | 0.0777 |
2.09 | 2245 | 2248 | 0.0655 | 0.0675 | 0.0782 |
1.25 | 2232 | 2235 | 0.0660 | 0.0680 | 0.0786 |
0.42 | 2231 | 2225 | 0.0665 | 0.0685 | 0.0787 |
z=Depth, V=Vijayvergiya, HC=Hand Calculations |
Table G1. Bearing capacity factor (kc) for various soil types, pile groups, and cone penetration tip resistance (after Bustamante and Gianeselli, 1982). Units of tons per square foot are also included.
kc Factor | |||
Soil Type | CPT Tip Resistance, qc | Group I | Group II |
Soft clay and mud | <10 MPa (<9.3 tsf) | 0.40 | 0.5 |
Moderately compact clay | 10 to 50 MPa (9.3 to 46.6 tsf) | 0.35 | 0.45 |
Silt and loose sand | <50 MPa (<46.6 tsf) | 0.40 | 0.5 |
Compact to stiff clay and compact silt | >50 MPa (>46.6 tsf) | 0.45 | 0.55 |
Soft chalk | <50 MPa (<46.6 tsf) | 0.20 | 0.3 |
Moderately compact sand and gravel | 50 to 120 MPa (46.6 to 111.9 tsf) | 0.4 | 0.5 |
Weathered to fragmented chalk | >50 MPa (>46.6 tsf) | 0.2 | 0.4 |
Compact to very compact sand and gravel | >120 MPa (>111.9 tsf) | 0.3 | 0.4 |
Table G2. Side resistance factors for the LCPC method (after Bustamante and Gianeselli, 1982).
Soil Type | qc [MPa] | aLCPC | Limiting value of fs,max [MPa] | ||||||||
Category | |||||||||||
I | II | I | II | III | |||||||
IA | IB | IIA | IIB | IA | IB | IIA | IIB | IIIA | IIIB | ||
Soft clay and mud | <1 | 30 | 30 | 30 | 30 | 0.015 | 0.015 | 0.015 | 0.015 | 0.015 | |
Moderately compact clay | 1 to 5 | 40 | 80 | 40 | 80 | 0.08 to 0.035 | 0.08 to 0.035 | 0.08 to 0.035 | 0.035 | 0.08 | >0.120 |
Silt and loose sand | <5 | 60 | 150 | 60 | 120 | 0.035 | 0.035 | 0.035 | 0.035 | 0.08 | |
Compact to stiff clay and compact silt | >5 | 60 | 120 | 60 | 120 | 0.08 to 0.035 | 0.08 to 0.035 | 0.08 to 0.035 | 0.035 | 0.08 | >0.2 |
Soft chalk | <5 | 100 | 120 | 100 | 120 | 0.035 | 0.035 | 0.035 | 0.035 | 0.08 | |
Moderately compact sand and gravel | 5 to 12 | 100 | 200 | 100 | 200 | 0.12 to 0.08 | 0.08 to 0.035 | 0.12 to 0.08 | 0.08 | 0.12 | >0.2 |
Weathered to fragmented chalk | >5 | 60 | 80 | 60 | 80 | 0.15 to 0.12 | 0.12 to 0.08 | 0.15 to 0.12 | 0.12 | 0.15 | >0.2 |
Compact to very compact sand and gravel | >12 | 150 | 300 | 150 | 200 | 0.15 to 0.12 | 0.12 to 0.08 | 0.15 to 0.12 | 0.12 | 0.15 | >0.2 |
Table G3. Average CPT sounding record for the Blytheville, AR Test Site.
z | fs | qt | u2 | Comments: z=Depth [ft], fs=Sleeve friction [tsf], qt=Tip resistance [tsf], u2=Pore pressure [psi] Values collected every z=0.164ft but reported herein every z=0.984ft (except for first and last values). |
0.163 | 0.163 | 5.990 | -0.080 | |
1.148 | 0.343 | 6.644 | -4.346 | |
2.133 | 0.321 | 5.024 | -3.507 | |
3.117 | 0.232 | 30.509 | -0.474 | |
4.101 | 0.283 | 8.452 | 0.052 | |
5.085 | 0.259 | 3.602 | 1.817 | |
6.070 | 0.279 | 4.583 | 2.308 | |
7.054 | 0.321 | 5.619 | 3.310 | |
8.038 | 0.314 | 7.221 | 3.799 | |
9.022 | 0.178 | 4.880 | 4.400 | |
10.007 | 0.153 | 26.554 | 4.783 | |
10.991 | 0.283 | 55.585 | 4.052 | |
11.975 | 0.380 | 57.579 | 3.349 | |
12.959 | 0.299 | 41.164 | 3.934 | |
13.944 | 0.332 | 44.718 | 1.888 | |
14.928 | 0.412 | 80.277 | 0.862 | |
15.912 | 0.485 | 99.291 | 1.548 | |
16.896 | 0.549 | 102.243 | 3.270 | |
17.881 | 0.435 | 82.030 | 3.717 | |
18.865 | 0.413 | 81.470 | 3.345 | |
19.849 | 0.259 | 50.410 | 3.707 | |
20.833 | 0.233 | 30.238 | 3.041 | |
21.818 | 0.294 | 56.976 | 4.014 | |
22.802 | 0.274 | 48.270 | 7.523 | |
23.786 | 0.306 | 58.057 | 7.823 | |
24.770 | 0.316 | 59.929 | 8.438 | |
25.755 | 0.303 | 59.692 | 9.553 | |
26.739 | 0.271 | 53.975 | 11.429 | |
27.723 | 0.290 | 60.599 | 11.954 | |
28.707 | 0.307 | 68.630 | 12.150 | |
29.692 | 0.328 | 76.193 | 13.576 | |
30.676 | 0.350 | 86.086 | 13.470 | |
31.660 | 0.336 | 89.231 | 14.176 | |
32.644 | 0.419 | 98.042 | 15.180 | |
33.629 | 0.396 | 96.314 | 15.467 | |
34.613 | 0.372 | 107.343 | 15.953 | |
35.597 | 0.410 | 113.077 | 16.297 | |
36.581 | 0.508 | 143.899 | 16.744 | |
37.566 | 0.666 | 185.609 | 16.821 | |
38.550 | 0.608 | 179.809 | 17.287 | |
39.561 | 0.656 | 185.487 | 17.292 | |
40.546 | 0.840 | 206.957 | 17.771 | |
41.530 | 0.866 | 205.632 | 16.569 | |
42.569 | 0.925 | 210.830 | 18.586 | |
43.553 | 0.995 | 232.122 | 18.903 | |
44.537 | 1.028 | 245.359 | 19.529 | |
45.549 | 1.077 | 259.473 | 19.777 | |
46.533 | 1.035 | 227.953 | 20.100 | |
47.517 | 1.000 | 211.495 | 20.318 | |
48.529 | 0.967 | 220.913 | 20.881 | |
49.513 | 1.070 | 253.789 | 20.833 | |
50.498 | 0.895 | 268.331 | 21.315 | |
51.482 | 0.757 | 256.276 | 21.870 | |
52.466 | 0.680 | 247.751 | 22.581 | |
53.450 | 0.717 | 240.933 | 22.914 | |
54.435 | 0.653 | 219.256 | 23.600 | |
55.474 | 0.648 | 245.683 | 24.005 | |
56.458 | 0.688 | 250.659 | 24.232 | |
57.442 | 0.767 | 245.872 | 24.346 | |
58.481 | 0.847 | 268.145 | 25.168 | |
59.465 | 1.130 | 329.023 | 25.588 | |
60.449 | 1.317 | 379.164 | 25.735 | |
61.488 | 1.457 | 392.789 | 24.920 | |
62.473 | 1.366 | 378.497 | 26.585 | |
63.457 | 1.462 | 393.080 | 26.816 | |
64.469 | 1.218 | 375.347 | 27.283 | |
65.518 | 1.017 | 343.502 | 27.677 | |
66.503 | 1.156 | 355.590 | 28.325 | |
67.626 | 1.355 | 342.052 | 29.154 | |
68.611 | 0.844 | 311.256 | 29.417 | |
69.595 | 0.687 | 298.517 | 29.799 | |
70.579 | 0.727 | 290.580 | 30.460 | |
71.563 | 0.842 | 289.159 | 30.683 | |
72.548 | 0.729 | 249.830 | 31.720 | |
73.710 | 0.863 | 273.813 | 31.332 | |
74.694 | 0.901 | 348.687 | 31.865 | |
75.678 | 1.635 | 376.848 | 31.968 | |
77.018 | 0.980 | 322.823 | 32.031 | |
78.002 | 0.885 | 260.040 | 28.425 | |
78.986 | 1.091 | 375.017 | 32.978 | |
79.970 | 0.986 | 345.087 | 32.455 | |
80.955 | 0.788 | 374.134 | 33.192 | |
81.939 | 1.274 | 374.530 | 34.805 | |
82.923 | 1.856 | 404.210 | 33.297 | |
83.661 | 1.557 | 351.657 | 29.414 |
Table G5. Results from calculations to find corrected tip resistance.
z | vo′ | Ic | n | Qtn | qc1N | CN | m | qc1N | qc1Ncs | Comments: For Event #1 – amax=0.1, Mw=6.5, z=Depth [ft], =Unit weight [pcf], vo–=Vertical effective stress [psf], Ic=Soil behavior type index, n=stress normalization exponent, Qtn=Normalized corrected net cone tip resistance, qc1N=Overburden stress-corrected cone tip resistance [tsf], CN=Overburden correction factor, m=Overburden correction factor exponent, qc1N=Increment in cone tip resistance [tsf], qc1Ncs=Clean sand and overburden stress-corrected cone tip resistance [tsf]. Values collected every z=0.164ft but reported herein every z=0.984ft (except for first and last values). See definition of variables on previous page. Values collected every ∆z=0.164ft but reported herein every ∆z=0.984ft (except for first and last values). |
|
0.163 | 120.822 | 19.738 | 2.190 | 0.683 | 137.351 | 9.624 | 1.700 | 0.628 | 43.214 | 52.837 | |
1.148 | 107.801 | 125.255 | 2.543 | 0.819 | 67.872 | 10.674 | 1.700 | 0.592 | 53.081 | 63.755 | |
2.133 | 105.991 | 229.496 | 2.720 | 0.887 | 46.606 | 8.071 | 1.700 | 0.596 | 54.513 | 62.584 | |
3.117 | 113.182 | 338.402 | 1.837 | 0.553 | 104.314 | 49.018 | 1.700 | 0.620 | 6.153 | 55.171 | |
4.101 | 110.548 | 453.651 | 2.539 | 0.821 | 43.669 | 13.580 | 1.700 | 0.581 | 53.853 | 67.433 | |
5.085 | 103.417 | 555.312 | 2.996 | 0.996 | 22.063 | 5.786 | 1.700 | 0.599 | 55.730 | 61.516 | |
6.070 | 105.630 | 658.756 | 2.924 | 0.969 | 23.599 | 7.363 | 1.700 | 0.594 | 55.970 | 63.333 | |
7.054 | 106.426 | 762.746 | 2.882 | 0.954 | 25.261 | 9.027 | 1.700 | 0.588 | 56.185 | 65.212 | |
8.038 | 107.520 | 867.675 | 2.769 | 0.912 | 27.638 | 11.602 | 1.700 | 0.580 | 56.046 | 67.648 | |
9.022 | 101.243 | 969.769 | 2.880 | 0.955 | 17.579 | 7.841 | 1.700 | 0.593 | 55.809 | 63.649 | |
10.007 | 114.235 | 1074.550 | 1.971 | 0.611 | 58.582 | 42.662 | 1.700 | 0.565 | 30.473 | 73.136 | |
10.991 | 113.878 | 1188.052 | 1.729 | 0.520 | 103.531 | 89.305 | 1.700 | 0.523 | 0.000 | 89.305 | |
11.975 | 113.888 | 1299.143 | 1.785 | 0.543 | 105.468 | 92.510 | 1.700 | 0.514 | 0.488 | 92.998 | |
12.959 | 112.948 | 1411.400 | 1.925 | 0.597 | 76.425 | 66.136 | 1.700 | 0.518 | 25.361 | 91.497 | |
13.944 | 115.292 | 1522.129 | 1.917 | 0.595 | 79.401 | 71.846 | 1.700 | 0.507 | 24.349 | 96.195 | |
14.928 | 114.023 | 1635.068 | 1.662 | 0.500 | 124.908 | 120.641 | 1.590 | 0.456 | 0.000 | 120.641 | |
15.912 | 116.185 | 1748.957 | 1.593 | 0.475 | 146.144 | 139.982 | 1.492 | 0.420 | 0.000 | 139.982 | |
16.896 | 117.133 | 1864.281 | 1.614 | 0.484 | 147.175 | 140.264 | 1.452 | 0.420 | 0.000 | 140.264 | |
17.881 | 115.266 | 1978.696 | 1.693 | 0.515 | 117.381 | 114.269 | 1.474 | 0.468 | 0.000 | 114.269 | |
18.865 | 114.686 | 2091.573 | 1.694 | 0.517 | 113.434 | 111.183 | 1.444 | 0.474 | 0.000 | 111.183 | |
19.849 | 110.400 | 2201.933 | 1.871 | 0.585 | 71.261 | 70.255 | 1.475 | 0.535 | 14.012 | 84.267 | |
20.833 | 107.996 | 2306.491 | 2.144 | 0.690 | 44.084 | 40.910 | 1.432 | 0.524 | 47.842 | 88.752 | |
21.818 | 111.073 | 2414.187 | 1.845 | 0.578 | 76.371 | 75.895 | 1.409 | 0.535 | 8.632 | 84.527 | |
22.802 | 109.488 | 2522.566 | 1.933 | 0.612 | 64.164 | 62.479 | 1.370 | 0.524 | 26.522 | 89.002 | |
23.786 | 110.799 | 2630.505 | 1.860 | 0.585 | 74.492 | 73.952 | 1.348 | 0.532 | 11.743 | 85.695 | |
24.770 | 111.341 | 2740.067 | 1.857 | 0.585 | 75.134 | 74.755 | 1.320 | 0.531 | 11.049 | 85.804 | |
25.755 | 110.547 | 2849.221 | 1.858 | 0.587 | 73.204 | 73.119 | 1.296 | 0.535 | 11.296 | 84.415 | |
26.739 | 110.086 | 2957.878 | 1.901 | 0.604 | 65.096 | 64.819 | 1.271 | 0.533 | 20.286 | 85.105 | |
27.723 | 110.588 | 3067.169 | 1.856 | 0.588 | 71.248 | 71.631 | 1.251 | 0.540 | 10.844 | 82.475 | |
28.707 | 111.897 | 3176.704 | 1.804 | 0.570 | 78.705 | 79.730 | 1.229 | 0.542 | 1.790 | 81.520 | |
29.692 | 112.653 | 3286.978 | 1.764 | 0.556 | 85.465 | 86.551 | 1.202 | 0.530 | 0.026 | 86.577 | |
30.676 | 113.638 | 3397.761 | 1.713 | 0.538 | 94.472 | 95.483 | 1.174 | 0.508 | 0.000 | 95.483 | |
31.660 | 113.003 | 3509.623 | 1.691 | 0.530 | 96.059 | 97.256 | 1.153 | 0.504 | 0.000 | 97.256 | |
32.644 | 115.062 | 3621.893 | 1.688 | 0.530 | 103.928 | 104.746 | 1.130 | 0.488 | 0.000 | 104.746 | |
33.629 | 114.899 | 3734.786 | 1.693 | 0.533 | 100.416 | 101.522 | 1.115 | 0.495 | 0.000 | 101.522 | |
34.613 | 114.591 | 3847.326 | 1.622 | 0.508 | 109.784 | 111.068 | 1.095 | 0.475 | 0.000 | 111.068 | |
35.597 | 115.863 | 3961.458 | 1.618 | 0.507 | 113.953 | 115.207 | 1.078 | 0.466 | 0.000 | 115.207 | |
36.581 | 117.757 | 4076.590 | 1.526 | 0.474 | 142.725 | 143.622 | 1.056 | 0.414 | 0.000 | 143.622 | |
37.566 | 120.242 | 4194.474 | 1.440 | 0.443 | 181.446 | 181.864 | 1.037 | 0.355 | 0.000 | 181.864 | |
38.550 | 119.499 | 4312.741 | 1.444 | 0.445 | 173.422 | 174.495 | 1.027 | 0.365 | 0.000 | 174.495 | |
39.561 | 120.083 | 4434.628 | 1.447 | 0.448 | 176.598 | 178.041 | 1.016 | 0.360 | 0.000 | 178.041 | |
40.546 | 121.871 | 4553.866 | 1.445 | 0.448 | 194.761 | 196.572 | 1.005 | 0.334 | 0.000 | 196.572 | |
41.530 | 122.199 | 4674.384 | 1.461 | 0.456 | 191.015 | 193.487 | 0.996 | 0.338 | 0.000 | 193.487 | |
42.569 | 123.445 | 4802.070 | 1.468 | 0.460 | 193.243 | 196.480 | 0.986 | 0.334 | 0.000 | 196.480 | |
43.553 | 123.941 | 4923.348 | 1.432 | 0.448 | 210.501 | 214.749 | 0.979 | 0.310 | 0.000 | 214.749 | |
44.537 | 123.910 | 5045.827 | 1.410 | 0.441 | 220.087 | 225.413 | 0.972 | 0.297 | 0.000 | 225.413 | |
45.549 | 124.236 | 5171.284 | 1.392 | 0.435 | 230.278 | 236.911 | 0.966 | 0.283 | 0.000 | 236.911 | |
46.533 | 123.506 | 5293.349 | 1.467 | 0.465 | 198.903 | 205.483 | 0.954 | 0.322 | 0.000 | 205.483 | |
47.517 | 124.343 | 5415.452 | 1.509 | 0.483 | 181.689 | 188.407 | 0.943 | 0.345 | 0.000 | 188.407 | |
48.529 | 123.000 | 5540.488 | 1.477 | 0.472 | 188.003 | 195.521 | 0.936 | 0.336 | 0.000 | 195.521 | |
49.513 | 123.547 | 5662.041 | 1.420 | 0.452 | 214.886 | 224.721 | 0.937 | 0.298 | 0.000 | 224.721 | |
50.498 | 122.997 | 5783.748 | 1.342 | 0.424 | 226.501 | 236.827 | 0.934 | 0.283 | 0.000 | 236.827 | |
51.482 | 121.750 | 5903.794 | 1.335 | 0.422 | 214.291 | 223.896 | 0.924 | 0.299 | 0.000 | 223.896 | |
52.466 | 121.018 | 6022.677 | 1.335 | 0.424 | 205.151 | 214.395 | 0.916 | 0.311 | 0.000 | 214.395 | |
53.450 | 121.375 | 6141.791 | 1.368 | 0.438 | 196.831 | 206.549 | 0.907 | 0.321 | 0.000 | 206.549 | |
54.435 | 120.474 | 6260.247 | 1.410 | 0.455 | 176.321 | 185.030 | 0.893 | 0.350 | 0.000 | 185.030 | |
55.474 | 120.556 | 6385.614 | 1.341 | 0.430 | 197.683 | 208.063 | 0.896 | 0.319 | 0.000 | 208.063 | |
56.458 | 120.924 | 6504.888 | 1.345 | 0.433 | 199.820 | 211.300 | 0.892 | 0.315 | 0.000 | 211.300 | |
57.442 | 121.561 | 6624.140 | 1.386 | 0.450 | 193.053 | 205.445 | 0.884 | 0.322 | 0.000 | 205.445 | |
58.481 | 122.479 | 6750.393 | 1.358 | 0.441 | 209.641 | 224.845 | 0.887 | 0.298 | 0.000 | 224.845 | |
59.465 | 124.887 | 6872.280 | 1.304 | 0.421 | 257.745 | 278.294 | 0.895 | 0.264 | 0.000 | 254.000 | |
60.449 | 126.740 | 6996.671 | 1.257 | 0.405 | 297.100 | 319.071 | 0.890 | 0.264 | 0.000 | 254.000 | |
61.488 | 127.600 | 7128.689 | 1.266 | 0.410 | 304.597 | 328.776 | 0.886 | 0.264 | 0.000 | 254.000 | |
62.473 | 126.950 | 7254.346 | 1.275 | 0.415 | 290.399 | 315.231 | 0.881 | 0.264 | 0.000 | 254.000 | |
63.457 | 127.479 | 7379.282 | 1.272 | 0.416 | 299.257 | 325.789 | 0.877 | 0.264 | 0.000 | 254.000 | |
64.469 | 125.938 | 7507.147 | 1.255 | 0.411 | 284.171 | 309.583 | 0.873 | 0.264 | 0.000 | 254.000 | |
65.518 | 124.651 | 7640.161 | 1.269 | 0.417 | 256.807 | 281.911 | 0.868 | 0.264 | 0.000 | 254.000 | |
66.503 | 125.502 | 7762.766 | 1.283 | 0.424 | 263.053 | 290.541 | 0.865 | 0.264 | 0.000 | 254.000 | |
67.626 | 126.212 | 7902.300 | 1.356 | 0.454 | 246.692 | 278.103 | 0.860 | 0.264 | 0.000 | 254.000 | |
68.611 | 122.403 | 8024.086 | 1.297 | 0.433 | 225.304 | 251.602 | 0.855 | 0.267 | 0.000 | 251.602 | |
69.595 | 121.499 | 8144.146 | 1.280 | 0.428 | 215.142 | 238.091 | 0.844 | 0.282 | 0.000 | 238.091 | |
70.579 | 121.793 | 8264.421 | 1.314 | 0.442 | 206.152 | 229.293 | 0.835 | 0.292 | 0.000 | 229.293 | |
71.563 | 122.231 | 8385.033 | 1.355 | 0.459 | 201.555 | 226.729 | 0.830 | 0.296 | 0.000 | 226.729 | |
72.548 | 122.618 | 8505.017 | 1.421 | 0.485 | 169.611 | 188.973 | 0.800 | 0.344 | 0.000 | 188.973 | |
73.710 | 123.440 | 8649.010 | 1.404 | 0.481 | 185.100 | 209.681 | 0.810 | 0.317 | 0.000 | 209.681 | |
74.694 | 123.754 | 8770.369 | 1.257 | 0.426 | 243.712 | 275.531 | 0.836 | 0.264 | 0.000 | 254.000 | |
75.678 | 128.338 | 8895.132 | 1.371 | 0.471 | 253.916 | 296.602 | 0.833 | 0.264 | 0.000 | 254.000 | |
77.018 | 124.661 | 9061.838 | 1.337 | 0.460 | 216.689 | 252.473 | 0.828 | 0.266 | 0.000 | 252.473 | |
78.002 | 124.108 | 9185.051 | 1.461 | 0.509 | 166.798 | 191.854 | 0.781 | 0.341 | 0.000 | 191.854 | |
78.986 | 125.660 | 9307.667 | 1.270 | 0.438 | 253.122 | 291.482 | 0.822 | 0.264 | 0.000 | 254.000 | |
79.970 | 124.876 | 9432.607 | 1.304 | 0.452 | 228.713 | 267.216 | 0.819 | 0.264 | 0.000 | 254.000 | |
80.955 | 124.062 | 9556.417 | 1.198 | 0.413 | 254.053 | 288.658 | 0.816 | 0.264 | 0.000 | 254.000 | |
81.939 | 126.667 | 9681.199 | 1.322 | 0.462 | 243.412 | 287.915 | 0.813 | 0.264 | 0.000 | 254.000 | |
82.923 | 130.206 | 9805.708 | 1.384 | 0.487 | 256.159 | 309.623 | 0.811 | 0.264 | 0.000 | 254.000 | |
83.661 | 127.812 | 10859.659 | 1.430 | 0.505 | 217.688 | 268.635 | 0.808 | 0.264 | 0.000 | 254.000 |
Table G6. Results from CRR, cyclic stress ratio, and factor of safety calculations.
z | rd | (z) | (z) | K | C | MSFmax | MSF | CRR7.5,1atm | CRRM,′v | CSRM,′v | Comments: For Event #1 – amax=0.1, Mw=6.5, z=Depth [ft], rd=Shear stress reduction coefficient, (z)=Term used to find rd, (z)=Term used to find rd, K= correction to cyclic resistance for overburden stress, C=Term used to find K, MSFmax=Upper bound on magnitude scaling, MSF, CRR7.5,1atm = standardized cyclic resistance corresponding to a moment magnitude earthquake of 7.5, with 15 uniform shear stress cycles, and one atmosphere of pressure, CRRM,–v =Cyclic resistance ratio for the magnitude and effective stress of interest, CSRM,–v=Cyclic stress ratio for the magnitude and effective stress of interest. Values collected every z=0.164ft but reported herein every z=0.984ft (except for first and last values). See definition of variables on previous page. Values collected every ∆z=0.164ft but reported herein every ∆z=0.984ft (except for first and last values). |
0.163 | 1.00 | 0.01 | 0.00 | 1.10 | 0.07 | 1.12 | 1.04 | 0.09 | 0.11 | 0.07 | |
1.148 | 1.00 | 0.00 | 0.00 | 1.10 | 0.08 | 1.13 | 1.05 | 0.10 | 0.12 | 0.07 | |
2.133 | 1.00 | -0.01 | 0.00 | 1.10 | 0.08 | 1.13 | 1.05 | 0.10 | 0.12 | 0.09 | |
3.117 | 1.00 | -0.02 | 0.00 | 1.10 | 0.07 | 1.12 | 1.04 | 0.10 | 0.11 | 0.11 | |
4.101 | 0.99 | -0.04 | 0.00 | 1.10 | 0.08 | 1.14 | 1.05 | 0.11 | 0.12 | 0.11 | |
5.085 | 0.99 | -0.05 | 0.01 | 1.10 | 0.08 | 1.13 | 1.05 | 0.10 | 0.12 | 0.12 | |
6.070 | 0.98 | -0.07 | 0.01 | 1.10 | 0.08 | 1.13 | 1.05 | 0.10 | 0.12 | 0.12 | |
7.054 | 0.98 | -0.09 | 0.01 | 1.10 | 0.08 | 1.14 | 1.05 | 0.10 | 0.12 | 0.13 | |
8.038 | 0.98 | -0.10 | 0.01 | 1.10 | 0.08 | 1.14 | 1.05 | 0.11 | 0.12 | 0.13 | |
9.022 | 0.97 | -0.12 | 0.01 | 1.10 | 0.08 | 1.13 | 1.05 | 0.10 | 0.12 | 0.13 | |
10.007 | 0.97 | -0.14 | 0.02 | 1.10 | 0.09 | 1.16 | 1.06 | 0.11 | 0.13 | 0.13 | |
10.991 | 0.96 | -0.16 | 0.02 | 1.10 | 0.10 | 1.21 | 1.08 | 0.12 | 0.15 | 0.13 | |
11.975 | 0.96 | -0.17 | 0.02 | 1.10 | 0.10 | 1.23 | 1.09 | 0.13 | 0.15 | 0.13 | |
12.959 | 0.95 | -0.19 | 0.02 | 1.10 | 0.10 | 1.22 | 1.08 | 0.13 | 0.15 | 0.13 | |
13.944 | 0.95 | -0.21 | 0.02 | 1.10 | 0.10 | 1.24 | 1.09 | 0.13 | 0.16 | 0.13 | |
14.928 | 0.94 | -0.23 | 0.03 | 1.10 | 0.13 | 1.39 | 1.15 | 0.17 | 0.22 | 0.13 | |
15.912 | 0.94 | -0.26 | 0.03 | 1.10 | 0.15 | 1.56 | 1.21 | 0.23 | 0.31 | 0.13 | |
16.896 | 0.93 | -0.28 | 0.03 | 1.10 | 0.15 | 1.56 | 1.21 | 0.24 | 0.31 | 0.13 | |
17.881 | 0.92 | -0.30 | 0.03 | 1.10 | 0.12 | 1.35 | 1.13 | 0.16 | 0.20 | 0.13 | |
18.865 | 0.92 | -0.32 | 0.04 | 1.09 | 0.12 | 1.33 | 1.12 | 0.15 | 0.19 | 0.13 | |
19.849 | 0.91 | -0.34 | 0.04 | 1.07 | 0.09 | 1.19 | 1.07 | 0.12 | 0.14 | 0.13 | |
20.833 | 0.91 | -0.37 | 0.04 | 1.07 | 0.10 | 1.21 | 1.08 | 0.12 | 0.14 | 0.13 | |
21.818 | 0.90 | -0.39 | 0.04 | 1.06 | 0.09 | 1.19 | 1.07 | 0.12 | 0.14 | 0.13 | |
22.802 | 0.89 | -0.42 | 0.05 | 1.06 | 0.10 | 1.21 | 1.08 | 0.12 | 0.14 | 0.13 | |
23.786 | 0.89 | -0.44 | 0.05 | 1.05 | 0.10 | 1.20 | 1.07 | 0.12 | 0.14 | 0.13 | |
24.770 | 0.88 | -0.47 | 0.05 | 1.05 | 0.10 | 1.20 | 1.07 | 0.12 | 0.14 | 0.13 | |
25.755 | 0.88 | -0.49 | 0.06 | 1.05 | 0.09 | 1.19 | 1.07 | 0.12 | 0.13 | 0.12 | |
26.739 | 0.87 | -0.52 | 0.06 | 1.04 | 0.09 | 1.20 | 1.07 | 0.12 | 0.13 | 0.12 | |
27.723 | 0.86 | -0.54 | 0.06 | 1.04 | 0.09 | 1.19 | 1.07 | 0.12 | 0.13 | 0.12 | |
28.707 | 0.86 | -0.57 | 0.06 | 1.04 | 0.09 | 1.18 | 1.07 | 0.12 | 0.13 | 0.12 | |
29.692 | 0.85 | -0.60 | 0.07 | 1.03 | 0.10 | 1.20 | 1.08 | 0.12 | 0.14 | 0.12 | |
30.676 | 0.84 | -0.62 | 0.07 | 1.03 | 0.10 | 1.24 | 1.09 | 0.13 | 0.15 | 0.12 | |
31.660 | 0.84 | -0.65 | 0.07 | 1.03 | 0.10 | 1.25 | 1.09 | 0.13 | 0.15 | 0.12 | |
32.644 | 0.83 | -0.68 | 0.08 | 1.03 | 0.11 | 1.29 | 1.11 | 0.14 | 0.16 | 0.12 | |
33.629 | 0.82 | -0.70 | 0.08 | 1.02 | 0.11 | 1.27 | 1.10 | 0.14 | 0.16 | 0.12 | |
34.613 | 0.82 | -0.73 | 0.08 | 1.02 | 0.12 | 1.32 | 1.12 | 0.15 | 0.18 | 0.12 | |
35.597 | 0.81 | -0.76 | 0.08 | 1.02 | 0.12 | 1.35 | 1.13 | 0.16 | 0.19 | 0.12 | |
36.581 | 0.81 | -0.79 | 0.09 | 1.02 | 0.15 | 1.60 | 1.23 | 0.25 | 0.31 | 0.12 | |
37.566 | 0.80 | -0.82 | 0.09 | 1.02 | 0.22 | 2.12 | 1.42 | 0.78 | 1.14 | 0.11 | |
38.550 | 0.79 | -0.85 | 0.09 | 1.01 | 0.20 | 2.00 | 1.38 | 0.59 | 0.82 | 0.11 | |
39.561 | 0.79 | -0.87 | 0.10 | 1.01 | 0.21 | 2.06 | 1.40 | 0.67 | 0.95 | 0.11 | |
40.546 | 0.78 | -0.90 | 0.10 | 1.00 | 0.25 | 2.20 | 1.45 | 1.57 | 2.28 | 0.11 | |
41.530 | 0.77 | -0.93 | 0.10 | 1.00 | 0.24 | 2.20 | 1.45 | 1.33 | 1.93 | 0.11 | |
42.569 | 0.77 | -0.96 | 0.11 | 0.99 | 0.25 | 2.20 | 1.45 | 1.56 | 2.24 | 0.11 | |
43.553 | 0.76 | -0.99 | 0.11 | 0.98 | 0.30 | 2.20 | 1.45 | 2.00 | 2.84 | 0.11 | |
44.537 | 0.75 | -1.02 | 0.11 | 0.97 | 0.30 | 2.20 | 1.45 | 2.00 | 2.82 | 0.11 | |
45.549 | 0.75 | -1.05 | 0.12 | 0.96 | 0.30 | 2.20 | 1.45 | 2.00 | 2.80 | 0.11 | |
46.533 | 0.74 | -1.08 | 0.12 | 0.96 | 0.28 | 2.20 | 1.45 | 2.00 | 2.78 | 0.10 | |
47.517 | 0.73 | -1.11 | 0.12 | 0.96 | 0.23 | 2.20 | 1.45 | 1.04 | 1.45 | 0.10 | |
48.529 | 0.73 | -1.14 | 0.13 | 0.95 | 0.25 | 2.20 | 1.45 | 1.48 | 2.05 | 0.10 | |
49.513 | 0.72 | -1.17 | 0.13 | 0.93 | 0.30 | 2.20 | 1.45 | 2.00 | 2.71 | 0.10 | |
50.498 | 0.72 | -1.19 | 0.13 | 0.93 | 0.30 | 2.20 | 1.45 | 2.00 | 2.69 | 0.10 | |
51.482 | 0.71 | -1.22 | 0.14 | 0.92 | 0.30 | 2.20 | 1.45 | 2.00 | 2.67 | 0.10 | |
52.466 | 0.70 | -1.25 | 0.14 | 0.91 | 0.30 | 2.20 | 1.45 | 2.00 | 2.66 | 0.10 | |
53.450 | 0.70 | -1.28 | 0.14 | 0.91 | 0.28 | 2.20 | 1.45 | 2.00 | 2.65 | 0.10 | |
54.435 | 0.69 | -1.31 | 0.14 | 0.93 | 0.22 | 2.18 | 1.44 | 0.90 | 1.20 | 0.10 | |
55.474 | 0.69 | -1.34 | 0.15 | 0.90 | 0.29 | 2.20 | 1.45 | 2.00 | 2.61 | 0.10 | |
56.458 | 0.68 | -1.36 | 0.15 | 0.89 | 0.30 | 2.20 | 1.45 | 2.00 | 2.59 | 0.09 | |
57.442 | 0.67 | -1.39 | 0.15 | 0.89 | 0.28 | 2.20 | 1.45 | 2.00 | 2.59 | 0.09 | |
58.481 | 0.67 | -1.42 | 0.16 | 0.88 | 0.30 | 2.20 | 1.45 | 2.00 | 2.55 | 0.09 | |
59.465 | 0.66 | -1.45 | 0.16 | 0.87 | 0.30 | 2.20 | 1.45 | 2.00 | 2.54 | 0.09 | |
60.449 | 0.66 | -1.47 | 0.16 | 0.87 | 0.30 | 2.20 | 1.45 | 2.00 | 2.52 | 0.09 | |
61.488 | 0.65 | -1.50 | 0.16 | 0.86 | 0.30 | 2.20 | 1.45 | 2.00 | 2.50 | 0.09 | |
62.473 | 0.65 | -1.53 | 0.17 | 0.86 | 0.30 | 2.20 | 1.45 | 2.00 | 2.49 | 0.09 | |
63.457 | 0.64 | -1.55 | 0.17 | 0.85 | 0.30 | 2.20 | 1.45 | 2.00 | 2.47 | 0.09 | |
64.469 | 0.64 | -1.58 | 0.17 | 0.85 | 0.30 | 2.20 | 1.45 | 2.00 | 2.45 | 0.09 | |
65.518 | 0.63 | -1.60 | 0.18 | 0.84 | 0.30 | 2.20 | 1.45 | 2.00 | 2.44 | 0.09 | |
66.503 | 0.62 | -1.63 | 0.18 | 0.83 | 0.30 | 2.20 | 1.45 | 2.00 | 2.42 | 0.09 | |
67.626 | 0.62 | -1.65 | 0.18 | 0.83 | 0.30 | 2.20 | 1.45 | 2.00 | 2.41 | 0.08 | |
68.611 | 0.61 | -1.68 | 0.18 | 0.82 | 0.30 | 2.20 | 1.45 | 2.00 | 2.39 | 0.08 | |
69.595 | 0.61 | -1.70 | 0.19 | 0.82 | 0.30 | 2.20 | 1.45 | 2.00 | 2.38 | 0.08 | |
70.579 | 0.60 | -1.72 | 0.19 | 0.81 | 0.30 | 2.20 | 1.45 | 2.00 | 2.37 | 0.08 | |
71.563 | 0.60 | -1.75 | 0.19 | 0.81 | 0.30 | 2.20 | 1.45 | 2.00 | 2.35 | 0.08 | |
72.548 | 0.60 | -1.77 | 0.19 | 0.85 | 0.23 | 2.20 | 1.45 | 1.07 | 1.32 | 0.08 | |
73.710 | 0.59 | -1.79 | 0.19 | 0.80 | 0.30 | 2.20 | 1.45 | 2.00 | 2.33 | 0.08 | |
74.694 | 0.59 | -1.81 | 0.20 | 0.80 | 0.30 | 2.20 | 1.45 | 2.00 | 2.31 | 0.08 | |
75.678 | 0.58 | -1.83 | 0.20 | 0.79 | 0.30 | 2.20 | 1.45 | 2.00 | 2.30 | 0.08 | |
77.018 | 0.58 | -1.86 | 0.20 | 0.79 | 0.30 | 2.20 | 1.45 | 2.00 | 2.28 | 0.08 | |
78.002 | 0.57 | -1.88 | 0.20 | 0.83 | 0.24 | 2.20 | 1.45 | 1.23 | 1.47 | 0.08 | |
78.986 | 0.57 | -1.90 | 0.20 | 0.78 | 0.30 | 2.20 | 1.45 | 2.00 | 2.26 | 0.08 | |
79.970 | 0.57 | -1.91 | 0.21 | 0.77 | 0.30 | 2.20 | 1.45 | 2.00 | 2.25 | 0.08 | |
80.955 | 0.56 | -1.93 | 0.21 | 0.77 | 0.30 | 2.20 | 1.45 | 2.00 | 2.23 | 0.08 | |
81.939 | 0.56 | -1.95 | 0.21 | 0.77 | 0.30 | 2.20 | 1.45 | 2.00 | 2.22 | 0.08 | |
82.923 | 0.55 | -1.96 | 0.21 | 0.76 | 0.30 | 2.20 | 1.45 | 2.00 | 2.21 | 0.08 | |
83.661 | 0.55 | -1.97 | 0.21 | 0.76 | 0.30 | 2.20 | 1.45 | 2.00 | 2.20 | 0.08 |
Table G7. Results from Yoshimine et al. (2006) and Idriss and Boulanger (2008) calculations.
z | FS | lim | max | v | Comments: For Event #1 – amax=0.1, Mw=6.5, z=Depth [ft], FS =Factor of Safety, lim =Limiting shear strain, max=Maximum shear strain, v=Volumetric strain, = s = Incremental soil settlement [in], = s1D = Cumulative soil settlement from bottom of soil profile top of soil profile [in]. Values collected every z=0.164ft but reported herein every z=0.984ft (except for first and last values). See definition of variables on previous page. Values collected every 0.164ft but reported herein every 0.984ft (except for first and last values). |
||
0.163 | 0.94 | 0.95 | 0.00 | 0.00 | 0.00 | 2.46 | |
1.148 | 0.94 | 0.73 | 0.00 | 0.00 | 0.00 | 2.46 | |
2.133 | 0.94 | 0.75 | 0.00 | 0.00 | 0.00 | 2.46 | |
3.117 | 0.94 | 0.90 | 0.02 | 0.02 | 0.03 | 2.43 | |
4.101 | 0.94 | 0.67 | 0.01 | 0.01 | 0.02 | 2.32 | |
5.085 | 0.94 | 0.77 | 0.00 | 0.00 | 0.00 | 2.30 | |
6.070 | 0.94 | 0.73 | 0.00 | 0.00 | 0.00 | 2.30 | |
7.054 | 0.94 | 0.70 | 0.00 | 0.00 | 0.00 | 2.30 | |
8.038 | 0.94 | 0.66 | 0.00 | 0.00 | 0.00 | 2.30 | |
9.022 | 0.94 | 0.73 | 0.00 | 0.00 | 0.00 | 2.30 | |
10.007 | 0.94 | 0.58 | 0.07 | 0.04 | 0.08 | 2.15 | |
10.991 | 0.87 | 0.40 | 0.02 | 0.01 | 0.01 | 1.84 | |
11.975 | 0.85 | 0.37 | 0.01 | 0.01 | 0.01 | 1.77 | |
12.959 | 0.86 | 0.38 | 0.01 | 0.01 | 0.01 | 1.70 | |
13.944 | 0.82 | 0.34 | 0.01 | 0.01 | 0.01 | 1.63 | |
14.928 | 0.60 | 0.19 | 0.00 | 0.00 | 0.00 | 1.58 | |
15.912 | 0.37 | 0.12 | 0.00 | 0.00 | 0.00 | 1.57 | |
16.896 | 0.37 | 0.12 | 0.00 | 0.00 | 0.00 | 1.57 | |
17.881 | 0.66 | 0.22 | 0.01 | 0.00 | 0.00 | 1.57 | |
18.865 | 0.69 | 0.24 | 0.01 | 0.00 | 0.01 | 1.54 | |
19.849 | 0.90 | 0.45 | 0.02 | 0.01 | 0.02 | 1.47 | |
20.833 | 0.87 | 0.40 | 0.02 | 0.01 | 0.01 | 1.20 | |
21.818 | 0.90 | 0.44 | 0.02 | 0.01 | 0.02 | 1.09 | |
22.802 | 0.87 | 0.40 | 0.02 | 0.01 | 0.01 | 0.98 | |
23.786 | 0.89 | 0.43 | 0.02 | 0.01 | 0.02 | 0.89 | |
24.770 | 0.89 | 0.43 | 0.02 | 0.01 | 0.02 | 0.80 | |
25.755 | 0.90 | 0.45 | 0.02 | 0.01 | 0.02 | 0.70 | |
26.739 | 0.89 | 0.44 | 0.02 | 0.01 | 0.02 | 0.61 | |
27.723 | 0.91 | 0.47 | 0.02 | 0.01 | 0.02 | 0.51 | |
28.707 | 0.91 | 0.48 | 0.02 | 0.01 | 0.02 | 0.40 | |
29.692 | 0.89 | 0.42 | 0.02 | 0.01 | 0.01 | 0.28 | |
30.676 | 0.83 | 0.34 | 0.01 | 0.00 | 0.01 | 0.21 | |
31.660 | 0.81 | 0.33 | 0.01 | 0.00 | 0.01 | 0.15 | |
32.644 | 0.75 | 0.28 | 0.01 | 0.00 | 0.01 | 0.11 | |
33.629 | 0.78 | 0.30 | 0.01 | 0.00 | 0.01 | 0.07 | |
34.613 | 0.69 | 0.24 | 0.01 | 0.00 | 0.00 | 0.03 | |
35.597 | 0.65 | 0.22 | 0.01 | 0.00 | 0.00 | 0.01 | |
36.581 | 0.33 | 0.11 | 0.00 | 0.00 | 0.00 | 0.00 | |
37.566 | -0.19 | 0.04 | 0.00 | 0.00 | 0.00 | 0.00 | |
38.550 | -0.08 | 0.05 | 0.00 | 0.00 | 0.00 | 0.00 | |
39.561 | -0.13 | 0.04 | 0.00 | 0.00 | 0.00 | 0.00 | |
40.546 | -0.40 | 0.02 | 0.00 | 0.00 | 0.00 | 0.00 | |
41.530 | -0.36 | 0.03 | 0.00 | 0.00 | 0.00 | 0.00 | |
42.569 | -0.40 | 0.02 | 0.00 | 0.00 | 0.00 | 0.00 | |
43.553 | -0.67 | 0.01 | 0.00 | 0.00 | 0.00 | 0.00 | |
44.537 | -0.83 | 0.01 | 0.00 | 0.00 | 0.00 | 0.00 | |
45.549 | -1.01 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | |
46.533 | -0.53 | 0.02 | 0.00 | 0.00 | 0.00 | 0.00 | |
47.517 | -0.28 | 0.03 | 0.00 | 0.00 | 0.00 | 0.00 | |
48.529 | -0.39 | 0.03 | 0.00 | 0.00 | 0.00 | 0.00 | |
49.513 | -0.82 | 0.01 | 0.00 | 0.00 | 0.00 | 0.00 | |
50.498 | -1.01 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | |
51.482 | -0.81 | 0.01 | 0.00 | 0.00 | 0.00 | 0.00 | |
52.466 | -0.67 | 0.01 | 0.00 | 0.00 | 0.00 | 0.00 | |
53.450 | -0.55 | 0.02 | 0.00 | 0.00 | 0.00 | 0.00 | |
54.435 | -0.23 | 0.04 | 0.00 | 0.00 | 0.00 | 0.00 | |
55.474 | -0.57 | 0.02 | 0.00 | 0.00 | 0.00 | 0.00 | |
56.458 | -0.62 | 0.01 | 0.00 | 0.00 | 0.00 | 0.00 | |
57.442 | -0.53 | 0.02 | 0.00 | 0.00 | 0.00 | 0.00 | |
58.481 | -0.83 | 0.01 | 0.00 | 0.00 | 0.00 | 0.00 | |
59.465 | -1.28 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | |
60.449 | -1.28 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | |
61.488 | -1.28 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | |
62.473 | -1.28 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | |
63.457 | -1.28 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | |
64.469 | -1.28 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | |
65.518 | -1.28 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | |
66.503 | -1.28 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | |
67.626 | -1.28 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | |
68.611 | -1.24 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | |
69.595 | -1.03 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | |
70.579 | -0.89 | 0.01 | 0.00 | 0.00 | 0.00 | 0.00 | |
71.563 | -0.85 | 0.01 | 0.00 | 0.00 | 0.00 | 0.00 | |
72.548 | -0.29 | 0.03 | 0.00 | 0.00 | 0.00 | 0.00 | |
73.710 | -0.60 | 0.02 | 0.00 | 0.00 | 0.00 | 0.00 | |
74.694 | -1.28 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | |
75.678 | -1.28 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | |
77.018 | -1.25 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | |
78.002 | -0.33 | 0.03 | 0.00 | 0.00 | 0.00 | 0.00 | |
78.986 | -1.28 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | |
79.970 | -1.28 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | |
80.955 | -1.28 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | |
81.939 | -1.28 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | |
82.923 | -1.28 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | |
83.661 | -1.28 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
Table G8. Results from ALLCPT Pile Capacity Analysis and calculations (reported in imperial units).
z | Qs | Qb | ∆Qs | QwUTL | R | Min(Q,R) | Comments: z=Depth [ft], Qs=Summation of side resistance from ALLCPT pile capacity analysis [tons], Qb=End resistance from ALLCPT pile capacity analysis [tons], ∆Q=Incremental side resistance [tons], QwUTL=Load in pile with unfactored top load [tons], R=Resistance in pile [tons], Min(Q,R)=Load [tons] used to develop combination curve to identify the location of the neutral plane. Values calculated every ∆z=0.164ft but reported herein every ∆z=0.984ft (except for first and last values). See definition of variables on previous page. |
0.164 | 0.000 | 0.000 | 0.000 | 107.000 | 378.116 | 107.000 | |
1.148 | 0.326 | 5.530 | 0.045 | 107.326 | 377.835 | 107.326 | |
2.133 | 0.854 | 6.935 | 0.124 | 107.854 | 377.385 | 107.854 | |
3.117 | 1.641 | 7.497 | 0.191 | 108.641 | 376.666 | 108.641 | |
4.101 | 2.630 | 7.171 | 0.079 | 109.630 | 375.564 | 109.630 | |
5.085 | 3.181 | 5.868 | 0.090 | 110.181 | 375.024 | 110.181 | |
6.070 | 3.833 | 3.631 | 0.124 | 110.833 | 374.406 | 110.833 | |
7.054 | 4.564 | 4.069 | 0.124 | 111.564 | 373.676 | 111.564 | |
8.038 | 5.294 | 5.418 | 0.124 | 112.294 | 372.945 | 112.294 | |
9.022 | 6.036 | 10.094 | 0.124 | 113.036 | 372.203 | 113.036 | |
10.007 | 6.789 | 18.749 | 0.157 | 113.789 | 371.484 | 113.789 | |
10.991 | 8.194 | 26.977 | 0.225 | 115.194 | 370.146 | 115.194 | |
11.975 | 9.611 | 33.778 | 0.225 | 116.611 | 368.730 | 116.611 | |
12.959 | 11.139 | 38.959 | 0.270 | 118.139 | 367.246 | 118.139 | |
13.944 | 12.735 | 45.344 | 0.281 | 119.735 | 365.661 | 119.735 | |
14.928 | 14.298 | 52.763 | 0.303 | 121.298 | 364.121 | 121.298 | |
15.912 | 16.456 | 59.934 | 0.393 | 123.456 | 362.053 | 123.456 | |
16.896 | 18.850 | 62.182 | 0.393 | 125.850 | 359.659 | 125.850 | |
17.881 | 21.065 | 58.462 | 0.326 | 128.065 | 357.377 | 128.065 | |
18.865 | 23.077 | 51.054 | 0.337 | 130.077 | 355.376 | 130.077 | |
19.849 | 24.605 | 42.039 | 0.247 | 131.605 | 353.758 | 131.605 | |
20.833 | 26.157 | 36.498 | 0.225 | 133.157 | 352.184 | 133.157 | |
21.818 | 27.494 | 35.205 | 0.225 | 134.494 | 350.846 | 134.494 | |
22.802 | 28.933 | 36.486 | 0.292 | 135.933 | 349.475 | 135.933 | |
23.786 | 30.563 | 39.162 | 0.225 | 137.563 | 347.778 | 137.563 | |
24.770 | 31.968 | 41.039 | 0.236 | 138.968 | 346.384 | 138.968 | |
25.755 | 33.395 | 42.095 | 0.236 | 140.395 | 344.956 | 140.395 | |
26.739 | 34.800 | 43.624 | 0.259 | 141.800 | 343.574 | 141.800 | |
27.723 | 36.205 | 46.153 | 0.247 | 143.205 | 342.157 | 143.205 | |
28.707 | 37.723 | 49.874 | 0.270 | 144.723 | 340.662 | 144.723 | |
29.692 | 39.387 | 54.617 | 0.303 | 146.387 | 339.033 | 146.387 | |
30.676 | 41.275 | 59.608 | 0.337 | 148.275 | 337.178 | 148.275 | |
31.660 | 43.354 | 64.262 | 0.348 | 150.354 | 335.110 | 150.354 | |
32.644 | 45.580 | 68.724 | 0.382 | 152.580 | 332.918 | 152.580 | |
33.629 | 47.862 | 73.951 | 0.371 | 154.862 | 330.625 | 154.862 | |
34.613 | 50.267 | 82.280 | 0.416 | 157.267 | 328.264 | 157.267 | |
35.597 | 52.943 | 74.783 | 0.450 | 159.943 | 325.623 | 159.943 | |
36.581 | 55.888 | 85.675 | 0.540 | 162.888 | 322.768 | 162.888 | |
37.566 | 59.990 | 96.713 | 0.731 | 166.990 | 318.856 | 166.990 | |
38.550 | 64.441 | 105.143 | 0.708 | 171.441 | 314.382 | 171.441 | |
39.567 | 69.039 | 111.483 | 0.742 | 176.039 | 309.819 | 176.039 | |
40.551 | 73.782 | 116.024 | 0.821 | 180.782 | 305.154 | 180.782 | |
41.535 | 78.515 | 120.824 | 0.798 | 185.515 | 300.399 | 185.515 | |
42.585 | 83.865 | 127.545 | 0.821 | 190.865 | 295.071 | 190.865 | |
43.570 | 89.148 | 133.019 | 0.910 | 196.148 | 289.878 | 196.148 | |
44.554 | 94.847 | 135.526 | 0.955 | 201.847 | 284.224 | 201.847 | |
45.538 | 100.849 | 135.616 | 0.978 | 207.849 | 278.244 | 207.849 | |
46.522 | 106.616 | 134.121 | 0.899 | 213.616 | 272.399 | 213.616 | |
47.507 | s 111.719 | 133.626 | s 0.832 | 218.719 | 267.229 | , 218.719 | |
48.524 | 116.755 | 135.919 | 0.843 | 223.755 | 262.204 | 223.755 | |
49.508 | 122.431 | 140.202 | 0.978 | 229.431 | 256.663 | 229.431 | |
50.492 | 128.355 | 143.687 | 0.989 | 235.355 | 250.750 | 235.355 | |
51.476 | 134.278 | 144.091 | 0.989 | 241.278 | 244.826 | 241.278 | |
52.461 | 140.135 | 142.237 | 0.967 | 247.135 | 238.948 | 238.948 | |
53.445 | 145.912 | 139.899 | 0.944 | 252.912 | 233.148 | 233.148 | |
54.429 | 151.364 | 138.606 | 0.877 | 258.364 | 227.629 | 227.629 | |
55.479 | 157.220 | 139.955 | 0.955 | 264.220 | 221.851 | 221.851 | |
56.463 | 163.133 | 143.777 | 0.989 | 270.133 | 215.972 | 215.972 | |
57.448 | 168.978 | 152.364 | 0.978 | 275.978 | 210.116 | 210.116 | |
58.465 | 174.991 | 168.966 | 0.978 | 281.991 | 204.102 | 204.102 | |
59.449 | 180.915 | 185.962 | 0.989 | 287.915 | 198.190 | 198.190 | |
60.433 | 186.839 | 201.328 | 0.989 | 293.839 | 192.266 | 192.266 | |
61.483 | 193.088 | 214.479 | 0.989 | 300.088 | 186.016 | 186.016 | |
62.467 | 199.001 | 218.896 | 0.978 | 306.001 | 180.093 | 180.093 | |
63.451 | 204.925 | 217.424 | 0.989 | 311.925 | 174.180 | 174.180 | |
64.469 | 211.006 | 214.119 | 0.978 | 318.006 | 168.088 | 168.088 | |
65.518 | 217.323 | 207.409 | 1.383 | 324.323 | 162.175 | 162.175 | |
66.503 | 223.247 | 199.833 | 0.989 | 330.247 | 155.858 | 155.858 | |
67.618 | 230.002 | 190.042 | 0.989 | 337.002 | 149.103 | 149.103 | |
68.602 | 235.926 | 181.117 | 0.989 | 342.926 | 143.179 | 143.179 | |
69.587 | 241.838 | 174.148 | 0.978 | 348.838 | 137.255 | 137.255 | |
70.571 | 247.762 | 167.809 | 0.989 | 354.762 | 131.343 | 131.343 | |
71.555 | 253.686 | 165.066 | 0.989 | 360.686 | 125.419 | 125.419 | |
72.539 | 259.598 | 167.033 | 0.978 | 366.598 | 119.495 | 119.495 | |
73.720 | 266.590 | 175.486 | 0.989 | 373.590 | 112.515 | 112.515 | |
74.705 | 272.513 | 182.140 | 0.989 | 379.513 | 106.591 | 106.591 | |
75.689 | 278.426 | 185.614 | 0.978 | 385.426 | 100.668 | 100.668 | |
77.001 | 286.485 | 187.828 | 0.989 | 393.485 | 92.619 | 92.619 | |
77.986 | 292.330 | 190.481 | 0.989 | 399.330 | 86.774 | 86.774 | |
78.970 | 298.254 | 198.034 | 0.989 | 405.254 | 80.851 | 80.851 | |
79.987 | 304.178 | 206.712 | 0.989 | 411.178 | 74.927 | 74.927 | |
80.971 | 310.090 | 213.748 | 0.989 | 417.090 | 69.015 | 69.015 | |
81.923 | 316.014 | 216.120 | 0.989 | 423.014 | 63.091 | 63.091 | |
82.907 | 321.938 | 213.692 | 0.989 | 428.938 | 57.167 | 57.167 | |
83.825 | 327.356 | 209.612 | 0.978 | 434.356 | 51.738 | 51.738 | |
84.810 | 333.279 | 205.846 | 0.989 | 440.279 | 45.826 | 45.826 | |
85.794 | 339.192 | 203.531 | 0.978 | 446.192 | 39.902 | 39.902 | |
86.778 | 345.115 | 202.418 | 0.989 | 452.115 | 33.989 | 33.989 | |
87.434 | 349.061 | 202.384 | 0.989 | 456.061 | 30.044 | 30.044 |
Table G9. Results from ALLCPT Pile Capacity Analysis and calculations (reported in imperial units).
z | Qs | Qb | ∆Qs | QwUTL | R | Min(Q,R) | Comments: z=Depth [ft], Qs=Summation of side resistance from ALLCPT pile capacity analysis [tons], Qb=End resistance from ALLCPT pile capacity analysis [tons], ∆Q=Incremental side resistance [tons], QwUTL=Load in pile with unfactored top load [tons], R=Resistance in pile [tons], Min(Q,R)=Load [tons] used to develop combination curve to identify the location of the neutral plane. Values calculated every ∆z=0.164ft but reported herein every ∆z=0.984ft (except for first and last values). See definition of variables on previous page. |
0.164 | 0.000 | 0.000 | 0.000 | 107.000 | 378.116 | 107.000 | |
1.148 | 0.326 | 5.530 | 0.045 | 107.326 | 377.835 | 107.326 | |
2.133 | 0.854 | 6.935 | 0.124 | 107.854 | 377.385 | 107.854 | |
3.117 | 1.641 | 7.497 | 0.191 | 108.641 | 376.666 | 108.641 | |
4.101 | 2.630 | 7.171 | 0.079 | 109.630 | 375.564 | 109.630 | |
5.085 | 3.181 | 5.868 | 0.090 | 110.181 | 375.024 | 110.181 | |
6.070 | 3.833 | 3.631 | 0.124 | 110.833 | 374.406 | 110.833 | |
7.054 | 4.564 | 4.069 | 0.124 | 111.564 | 373.676 | 111.564 | |
8.038 | 5.294 | 5.418 | 0.124 | 112.294 | 372.945 | 112.294 | |
9.022 | 6.036 | 10.094 | 0.124 | 113.036 | 372.203 | 113.036 | |
10.007 | 6.789 | 18.749 | 0.157 | 113.789 | 371.484 | 113.789 | |
10.991 | 8.194 | 26.977 | 0.225 | 115.194 | 370.146 | 115.194 | |
11.975 | 9.611 | 33.778 | 0.225 | 116.611 | 368.730 | 116.611 | |
12.959 | 11.139 | 38.959 | 0.270 | 118.139 | 367.246 | 118.139 | |
13.944 | 12.735 | 45.344 | 0.281 | 119.735 | 365.661 | 119.735 | |
14.928 | 14.298 | 52.763 | 0.303 | 121.298 | 364.121 | 121.298 | |
15.912 | 16.456 | 59.934 | 0.393 | 123.456 | 362.053 | 123.456 | |
16.896 | 18.850 | 62.182 | 0.393 | 125.850 | 359.659 | 125.850 | |
17.881 | 21.065 | 58.462 | 0.326 | 128.065 | 357.377 | 128.065 | |
18.865 | 23.077 | 51.054 | 0.337 | 130.077 | 355.376 | 130.077 | |
19.849 | 24.605 | 42.039 | 0.247 | 131.605 | 353.758 | 131.605 | |
20.833 | 26.157 | 36.498 | 0.225 | 133.157 | 352.184 | 133.157 | |
21.818 | 27.494 | 35.205 | 0.225 | 134.494 | 350.846 | 134.494 | |
22.802 | 28.933 | 36.486 | 0.292 | 135.933 | 349.475 | 135.933 | |
23.786 | 30.563 | 39.162 | 0.225 | 137.563 | 347.778 | 137.563 | |
24.770 | 31.968 | 41.039 | 0.236 | 138.968 | 346.384 | 138.968 | |
25.755 | 33.395 | 42.095 | 0.236 | 140.395 | 344.956 | 140.395 | |
26.739 | 34.800 | 43.624 | 0.259 | 141.800 | 343.574 | 141.800 | |
27.723 | 36.205 | 46.153 | 0.247 | 143.205 | 342.157 | 143.205 | |
28.707 | 37.723 | 49.874 | 0.270 | 144.723 | 340.662 | 144.723 | |
29.692 | 39.387 | 54.617 | 0.303 | 146.387 | 339.033 | 146.387 | |
30.676 | 41.275 | 59.608 | 0.337 | 148.275 | 337.178 | 148.275 | |
31.660 | 43.354 | 64.262 | 0.348 | 150.354 | 335.110 | 150.354 | |
32.644 | 45.580 | 68.724 | 0.382 | 152.580 | 332.918 | 152.580 | |
33.629 | 47.862 | 73.951 | 0.371 | 154.862 | 330.625 | 154.862 | |
34.613 | 50.267 | 82.280 | 0.416 | 157.267 | 328.264 | 157.267 | |
35.597 | 52.943 | 74.783 | 0.450 | 159.943 | 325.623 | 159.943 | |
36.581 | 55.888 | 85.675 | 0.540 | 162.888 | 322.768 | 162.888 | |
37.566 | 59.990 | 96.713 | 0.731 | 166.990 | 318.856 | 166.990 | |
38.550 | 64.441 | 105.143 | 0.708 | 171.441 | 314.382 | 171.441 | |
39.567 | 69.039 | 111.483 | 0.742 | 176.039 | 309.819 | 176.039 | |
40.551 | 73.782 | 116.024 | 0.821 | 180.782 | 305.154 | 180.782 | |
41.535 | 78.515 | 120.824 | 0.798 | 185.515 | 300.399 | 185.515 | |
42.585 | 83.865 | 127.545 | 0.821 | 190.865 | 295.071 | 190.865 | |
43.570 | 89.148 | 133.019 | 0.910 | 196.148 | 289.878 | 196.148 | |
44.554 | 94.847 | 135.526 | 0.955 | 201.847 | 284.224 | 201.847 | |
45.538 | 100.849 | 135.616 | 0.978 | 207.849 | 278.244 | 207.849 | |
46.522 | 106.616 | 134.121 | 0.899 | 213.616 | 272.399 | 213.616 | |
47.507 | 111.719 | 133.626 | 0.832 | 218.719 | 267.229 | 218.719 | |
48.524 | 116.755 | 135.919 | 0.843 | 223.755 | 262.204 | 223.755 | |
49.508 | 122.431 | 140.202 | 0.978 | 229.431 | 256.663 | 229.431 | |
50.492 | 128.355 | 143.687 | 0.989 | 235.355 | 250.750 | 235.355 | |
51.476 | 134.278 | 144.091 | 0.989 | 241.278 | 244.826 | 241.278 | |
52.461 | 140.135 | 142.237 | 0.967 | 247.135 | 238.948 | 238.948 | |
53.445 | 145.912 | 139.899 | 0.944 | 252.912 | 233.148 | 233.148 | |
54.429 | 151.364 | 138.606 | 0.877 | 258.364 | 227.629 | 227.629 | |
55.479 | 157.220 | 139.955 | 0.955 | 264.220 | 221.851 | 221.851 | |
56.463 | 163.133 | 143.777 | 0.989 | 270.133 | 215.972 | 215.972 | |
57.448 | 168.978 | 152.364 | 0.978 | 275.978 | 210.116 | 210.116 | |
58.465 | 174.991 | 168.966 | 0.978 | 281.991 | 204.102 | 204.102 | |
59.449 | 180.915 | 185.962 | 0.989 | 287.915 | 198.190 | 198.190 | |
60.433 | 186.839 | 201.328 | 0.989 | 293.839 | 192.266 | 192.266 | |
61.483 | 193.088 | 214.479 | 0.989 | 300.088 | 186.016 | 186.016 | |
62.467 | 199.001 | 218.896 | 0.978 | 306.001 | 180.093 | 180.093 | |
63.451 | 204.925 | 217.424 | 0.989 | 311.925 | 174.180 | 174.180 | |
64.469 | 211.006 | 214.119 | 0.978 | 318.006 | 168.088 | 168.088 | |
65.518 | 217.323 | 207.409 | 1.383 | 324.323 | 162.175 | 162.175 | |
66.503 | 223.247 | 199.833 | 0.989 | 330.247 | 155.858 | 155.858 | |
67.618 | 230.002 | 190.042 | 0.989 | 337.002 | 149.103 | 149.103 | |
68.602 | 235.926 | 181.117 | 0.989 | 342.926 | 143.179 | 143.179 | |
69.587 | 241.838 | 174.148 | 0.978 | 348.838 | 137.255 | 137.255 | |
70.571 | 247.762 | 167.809 | 0.989 | 354.762 | 131.343 | 131.343 | |
71.555 | 253.686 | 165.066 | 0.989 | 360.686 | 125.419 | 125.419 | |
72.539 | 259.598 | 167.033 | 0.978 | 366.598 | 119.495 | 119.495 | |
73.720 | 266.590 | 175.486 | 0.989 | 373.590 | 112.515 | 112.515 | |
74.705 | 272.513 | 182.140 | 0.989 | 379.513 | 106.591 | 106.591 | |
75.689 | 278.426 | 185.614 | 0.978 | 385.426 | 100.668 | 100.668 | |
77.001 | 286.485 | 187.828 | 0.989 | 393.485 | 92.619 | 92.619 | |
77.986 | 292.330 | 190.481 | 0.989 | 399.330 | 86.774 | 86.774 | |
78.970 | 298.254 | 198.034 | 0.989 | 405.254 | 80.851 | 80.851 | |
79.987 | 304.178 | 206.712 | 0.989 | 411.178 | 74.927 | 74.927 | |
80.971 | 310.090 | 213.748 | 0.989 | 417.090 | 69.015 | 69.015 | |
81.923 | 316.014 | 216.120 | 0.989 | 423.014 | 63.091 | 63.091 | |
82.907 | 321.938 | 213.692 | 0.989 | 428.938 | 57.167 | 57.167 | |
83.825 | 327.356 | 209.612 | 0.978 | 434.356 | 51.738 | 51.738 | |
84.810 | 333.279 | 205.846 | 0.989 | 440.279 | 45.826 | 45.826 | |
85.794 | 339.192 | 203.531 | 0.978 | 446.192 | 39.902 | 39.902 | |
87.434 | 349.061 | 202.384 | 0.989 | 456.061 | 30.044 | 30.044 |
Table G10. Results from ALLCPT/TZPILE and additional spreadsheet calculations.
z | Min(Q,R) | p | Comments: |
0.5 | 106.95 | 0.238 | z=Depth [ft], Min(Q,R)=Load used to develop combination curve to identify the location of the neutral plane, p =pile settlement. |
1.5 | 107.20 | 0.235 | |
2.5 | 107.50 | 0.232 | |
3.5 | 107.85 | 0.229 | |
4.5 | 108.25 | 0.226 | |
5.5 | 108.70 | 0.223 | |
6.5 | 109.25 | 0.220 | |
7.5 | 109.80 | 0.217 | |
8.5 | 110.45 | 0.215 | |
9.5 | 111.15 | 0.212 | |
10.4 | 111.95 | 0.209 | |
11.4 | 112.90 | 0.206 | |
12.4 | 113.85 | 0.203 | |
13.4 | 114.85 | 0.199 | |
14.4 | 115.90 | 0.196 | |
15.4 | 117.05 | 0.193 | |
16.4 | 118.20 | 0.190 | |
17.4 | 119.45 | 0.187 | |
18.4 | 120.75 | 0.184 | |
19.4 | 122.10 | 0.181 | |
20.4 | 123.50 | 0.177 | |
21.4 | 125.05 | 0.174 | |
22.4 | 126.70 | 0.171 | |
23.4 | 128.45 | 0.167 | |
24.4 | 130.40 | 0.164 | |
25.4 | 132.40 | 0.160 | |
26.4 | 134.60 | 0.157 | |
27.3 | 136.90 | 0.153 | |
28.3 | 139.35 | 0.149 | |
29.3 | 141.90 | 0.146 | |
30.3 | 144.30 | 0.142 | |
31.3 | 146.00 | 0.138 | |
32.3 | 146.40 | 0.134 | |
33.3 | 145.35 | 0.130 | |
34.3 | 143.30 | 0.126 | |
35.3 | 140.65 | 0.122 | |
36.3 | 137.60 | 0.119 | |
37.3 | 134.40 | 0.115 | |
38.3 | 131.15 | 0.111 | |
39.3 | 127.85 | 0.108 | |
40.3 | 124.60 | 0.105 | |
41.3 | 121.35 | 0.101 | |
42.3 | 118.15 | 0.098 | |
43.3 | 114.95 | 0.095 | |
44.3 | 111.75 | 0.092 | |
45.2 | 108.55 | 0.089 | |
46.2 | 105.40 | 0.086 | |
47.2 | 102.25 | 0.083 | |
48.2 | 99.15 | 0.081 | |
49.2 | 96.10 | 0.078 | |
50.2 | 93.05 | 0.075 | |
51.2 | 90.05 | 0.073 | |
52.2 | 87.10 | 0.071 | |
53.2 | 84.20 | 0.068 | |
54.2 | 81.30 | 0.066 | See definition of variables on previous page. |
55.2 | 78.45 | 0.064 | |
56.2 | 75.60 | 0.062 | |
57.2 | 72.85 | 0.060 | |
58.2 | 70.05 | 0.058 | |
59.2 | 67.35 | 0.056 | |
60.2 | 64.65 | 0.054 | |
61.2 | 62.00 | 0.053 | |
62.1 | 59.40 | 0.051 | |
63.1 | 56.85 | 0.050 | |
64.1 | 54.30 | 0.048 | |
65.1 | 51.85 | 0.047 | |
66.1 | 49.45 | 0.045 | |
67.1 | 47.09 | 0.044 | |
68.1 | 44.79 | 0.043 | |
69.1 | 42.53 | 0.042 | |
70.1 | 40.33 | 0.041 | |
71.1 | 38.17 | 0.039 | |
72.1 | 36.06 | 0.038 | |
73.1 | 33.99 | 0.038 | |
74.1 | 31.96 | 0.037 | |
75.1 | 29.96 | 0.036 | |
76.1 | 28.00 | 0.035 | |
77.1 | 26.08 | 0.034 | |
78.1 | 24.18 | 0.034 | |
79.1 | 22.31 | 0.033 | |
80.0 | 20.47 | 0.032 | |
81.0 | 18.65 | 0.032 | |
82.0 | 16.85 | 0.031 | |
83.0 | 15.08 | 0.031 | |
84.0 | 13.32 | 0.031 | |
85.0 | 11.57 | 0.030 | |
86.0 | 9.84 | 0.030 | |
87.0 | 8.12 | 0.030 |
Table H1. Average CPT sounding record for the Blytheville, AR Test Site.
z | fs | qt | u2 | Comments: z=Depth [ft], fs=Sleeve friction [tsf], qt=Tip resistance [tsf], u2=Pore pressure [psi] Values collected every z=0.164ft but reported herein every z=0.984ft (except for first and last values). See definition of variables on previous page. |
0.163 | 0.163 | 5.990 | -0.080 | |
1.148 | 0.343 | 6.644 | -4.346 | |
2.133 | 0.321 | 5.024 | -3.507 | |
3.117 | 0.232 | 30.509 | -0.474 | |
4.101 | 0.283 | 8.452 | 0.052 | |
5.085 | 0.259 | 3.602 | 1.817 | |
6.070 | 0.279 | 4.583 | 2.308 | |
7.054 | 0.321 | 5.619 | 3.310 | |
8.038 | 0.314 | 7.221 | 3.799 | |
9.022 | 0.178 | 4.880 | 4.400 | |
10.007 | 0.153 | 26.554 | 4.783 | |
10.991 | 0.283 | 55.585 | 4.052 | |
11.975 | 0.380 | 57.579 | 3.349 | |
12.959 | 0.299 | 41.164 | 3.934 | |
13.944 | 0.332 | 44.718 | 1.888 | |
14.928 | 0.412 | 80.277 | 0.862 | |
15.912 | 0.485 | 99.291 | 1.548 | |
16.896 | 0.549 | 102.243 | 3.270 | |
17.881 | 0.435 | 82.030 | 3.717 | |
18.865 | 0.413 | 81.470 | 3.345 | |
19.849 | 0.259 | 50.410 | 3.707 | |
20.833 | 0.233 | 30.238 | 3.041 | |
21.818 | 0.294 | 56.976 | 4.014 | |
22.802 | 0.274 | 48.270 | 7.523 | |
23.786 | 0.306 | 58.057 | 7.823 | |
24.770 | 0.316 | 59.929 | 8.438 | |
25.755 | 0.303 | 59.692 | 9.553 | |
26.739 | 0.271 | 53.975 | 11.429 | |
27.723 | 0.290 | 60.599 | 11.954 | |
28.707 | 0.307 | 68.630 | 12.150 | |
29.692 | 0.328 | 76.193 | 13.576 | |
30.676 | 0.350 | 86.086 | 13.470 | |
31.660 | 0.336 | 89.231 | 14.176 | |
32.644 | 0.419 | 98.042 | 15.180 | |
33.629 | 0.396 | 96.314 | 15.467 | |
34.613 | 0.372 | 107.343 | 15.953 | |
35.597 | 0.410 | 113.077 | 16.297 | |
36.581 | 0.508 | 143.899 | 16.744 | |
37.566 | 0.666 | 185.609 | 16.821 | |
38.550 | 0.608 | 179.809 | 17.287 | |
39.561 | 0.656 | 185.487 | 17.292 | |
40.546 | 0.840 | 206.957 | 17.771 | |
41.530 | 0.866 | 205.632 | 16.569 | |
42.569 | 0.925 | 210.830 | 18.586 | |
43.553 | 0.995 | 232.122 | 18.903 | |
44.537 | 1.028 | 245.359 | 19.529 | |
45.549 | 1.077 | 259.473 | 19.777 | |
46.533 | 1.035 | 227.953 | 20.100 | |
47.517 | 1.000 | 211.495 | 20.318 | |
48.529 | 0.967 | 220.913 | 20.881 | |
49.513 | 1.070 | 253.789 | 20.833 | |
50.498 | 0.895 | 268.331 | 21.315 | |
51.482 | 0.757 | 256.276 | 21.870 | |
52.466 | 0.680 | 247.751 | 22.581 | |
53.450 | 0.717 | 240.933 | 22.914 | |
54.435 | 0.653 | 219.256 | 23.600 | |
55.474 | 0.648 | 245.683 | 24.005 | |
56.458 | 0.688 | 250.659 | 24.232 | |
57.442 | 0.767 | 245.872 | 24.346 | |
58.481 | 0.847 | 268.145 | 25.168 | |
59.465 | 1.130 | 329.023 | 25.588 | |
60.449 | 1.317 | 379.164 | 25.735 | |
61.488 | 1.457 | 392.789 | 24.920 | |
62.473 | 1.366 | 378.497 | 26.585 | |
63.457 | 1.462 | 393.080 | 26.816 | |
64.469 | 1.218 | 375.347 | 27.283 | |
65.518 | 1.017 | 343.502 | 27.677 | |
66.503 | 1.156 | 355.590 | 28.325 | |
67.626 | 1.355 | 342.052 | 29.154 | |
68.611 | 0.844 | 311.256 | 29.417 | |
69.595 | 0.687 | 298.517 | 29.799 | |
70.579 | 0.727 | 290.580 | 30.460 | |
71.563 | 0.842 | 289.159 | 30.683 | |
72.548 | 0.729 | 249.830 | 31.720 | |
73.710 | 0.863 | 273.813 | 31.332 | |
74.694 | 0.901 | 348.687 | 31.865 | |
75.678 | 1.635 | 376.848 | 31.968 | |
77.018 | 0.980 | 322.823 | 32.031 | |
78.002 | 0.885 | 260.040 | 28.425 | |
78.986 | 1.091 | 375.017 | 32.978 | |
79.970 | 0.986 | 345.087 | 32.455 | |
80.955 | 0.788 | 374.134 | 33.192 | |
81.939 | 1.274 | 374.530 | 34.805 | |
82.923 | 1.856 | 404.210 | 33.297 | |
83.661 | 1.557 | 351.657 | 29.414 |
Table H2. Results from Yoshimine et at. (2006) and Idriss and Boulanger (2008) calculations.
Event 1 | Event 2 | Comments: For Event #1 amax=0.1, Mw=6.5, For Event #2 amax=0.4, Mw=7.7, z=Depth [ft], δ = ∆s = Incremental soil settlement [in], Σδ = s1D = Cumulative soil settlement from bottom of soil profile top of soil profile [in]. Values collected every ∆z=0.164ft but reported herein every ∆z=0.984ft (except for first and last values). See definition of variables on previous page. Values collected every 0.164ft but reported herein every 0.984ft (except for first and last values). |
|||
z | δ | Σδ | δ | Σδ | |
0.163 | 0.00 | 2.46 | 0.00 | 12.23 | |
1.148 | 0.00 | 2.46 | 0.20 | 12.23 | |
2.133 | 0.00 | 2.46 | 0.21 | 12.03 | |
3.117 | 0.03 | 2.43 | 0.57 | 11.82 | |
4.101 | 0.02 | 2.32 | 0.09 | 11.25 | |
5.085 | 0.00 | 2.30 | 0.00 | 11.16 | |
6.070 | 0.00 | 2.30 | 0.00 | 11.16 | |
7.054 | 0.00 | 2.30 | 0.00 | 11.16 | |
8.038 | 0.00 | 2.30 | 0.00 | 11.16 | |
9.022 | 0.00 | 2.30 | 0.17 | 11.16 | |
10.007 | 0.08 | 2.15 | 0.49 | 10.99 | |
10.991 | 0.01 | 1.84 | 0.40 | 10.50 | |
11.975 | 0.01 | 1.77 | 0.41 | 10.10 | |
12.959 | 0.01 | 1.70 | 0.40 | 9.69 | |
13.944 | 0.01 | 1.63 | 0.38 | 9.29 | |
14.928 | 0.00 | 1.58 | 0.29 | 8.91 | |
15.912 | 0.00 | 1.57 | 0.26 | 8.62 | |
16.896 | 0.00 | 1.57 | 0.29 | 8.36 | |
17.881 | 0.00 | 1.57 | 0.32 | 8.07 | |
18.865 | 0.01 | 1.54 | 0.41 | 7.75 | |
19.849 | 0.02 | 1.47 | 0.50 | 7.34 | |
20.833 | 0.01 | 1.20 | 0.45 | 6.84 | |
21.818 | 0.02 | 1.09 | 0.45 | 6.39 | |
22.802 | 0.01 | 0.98 | 0.44 | 5.94 | |
23.786 | 0.02 | 0.89 | 0.44 | 5.50 | |
24.770 | 0.02 | 0.80 | 0.44 | 5.06 | |
25.755 | 0.02 | 0.70 | 0.44 | 4.62 | |
26.739 | 0.02 | 0.61 | 0.45 | 4.18 | |
27.723 | 0.02 | 0.51 | 0.46 | 3.73 | |
28.707 | 0.02 | 0.40 | 0.46 | 3.27 | |
29.692 | 0.01 | 0.28 | 0.43 | 2.81 | |
30.676 | 0.01 | 0.21 | 0.39 | 2.38 | |
31.660 | 0.01 | 0.15 | 0.38 | 1.99 | |
32.644 | 0.01 | 0.11 | 0.37 | 1.61 | |
33.629 | 0.01 | 0.07 | 0.36 | 1.24 | |
34.613 | 0.00 | 0.03 | 0.32 | 0.88 | |
35.597 | 0.00 | 0.01 | 0.31 | 0.56 | |
36.581 | 0.00 | 0.00 | 0.12 | 0.25 | |
37.566 | 0.00 | 0.00 | 0.02 | 0.13 | |
38.550 | 0.00 | 0.00 | 0.04 | 0.11 | |
39.561 | 0.00 | 0.00 | 0.01 | 0.07 | |
40.546 | 0.00 | 0.00 | 0.01 | 0.06 | |
41.530 | 0.00 | 0.00 | 0.00 | 0.05 | |
42.569 | 0.00 | 0.00 | 0.00 | 0.05 | |
43.553 | 0.00 | 0.00 | 0.00 | 0.05 | |
44.537 | 0.00 | 0.00 | 0.00 | 0.05 | |
45.549 | 0.00 | 0.00 | 0.00 | 0.05 | |
46.533 | 0.00 | 0.00 | 0.00 | 0.05 | |
47.517 | 0.00 | 0.00 | 0.03 | 0.05 | |
48.529 | 0.00 | 0.00 | 0.00 | 0.02 | |
49.513 | 0.00 | 0.00 | 0.00 | 0.02 | |
50.498 | 0.00 | 0.00 | 0.00 | 0.02 | |
51.482 | 0.00 | 0.00 | 0.00 | 0.02 | |
52.466 | 0.00 | 0.00 | 0.00 | 0.02 | |
53.450 | 0.00 | 0.00 | 0.00 | 0.02 | |
54.435 | 0.00 | 0.00 | 0.00 | 0.02 | |
55.474 | 0.00 | 0.00 | 0.00 | 0.02 | |
56.458 | 0.00 | 0.00 | 0.00 | 0.02 | |
57.442 | 0.00 | 0.00 | 0.00 | 0.02 | |
58.481 | 0.00 | 0.00 | 0.00 | 0.02 | |
59.465 | 0.00 | 0.00 | 0.00 | 0.02 | |
60.449 | 0.00 | 0.00 | 0.00 | 0.02 | |
61.488 | 0.00 | 0.00 | 0.00 | 0.02 | |
62.473 | 0.00 | 0.00 | 0.00 | 0.02 | |
63.457 | 0.00 | 0.00 | 0.00 | 0.02 | |
64.469 | 0.00 | 0.00 | 0.00 | 0.02 | |
65.518 | 0.00 | 0.00 | 0.00 | 0.02 | |
66.503 | 0.00 | 0.00 | 0.00 | 0.02 | |
67.626 | 0.00 | 0.00 | 0.00 | 0.02 | |
68.611 | 0.00 | 0.00 | 0.00 | 0.02 | |
69.595 | 0.00 | 0.00 | 0.00 | 0.02 | |
70.579 | 0.00 | 0.00 | 0.00 | 0.02 | |
71.563 | 0.00 | 0.00 | 0.00 | 0.02 | |
72.548 | 0.00 | 0.00 | 0.00 | 0.02 | |
73.710 | 0.00 | 0.00 | 0.00 | 0.02 | |
74.694 | 0.00 | 0.00 | 0.00 | 0.02 | |
75.678 | 0.00 | 0.00 | 0.00 | 0.02 | |
77.018 | 0.00 | 0.00 | 0.02 | 0.02 | |
78.002 | 0.00 | 0.00 | 0.00 | 0.00 | |
78.986 | 0.00 | 0.00 | 0.00 | 0.00 | |
79.970 | 0.00 | 0.00 | 0.00 | 0.00 | |
80.955 | 0.00 | 0.00 | 0.00 | 0.00 | |
81.939 | 0.00 | 0.00 | 0.00 | 0.00 | |
82.923 | 0.00 | 0.00 | 0.00 | 0.00 | |
83.661 | 0.00 | 0.00 | 0.00 | 0.02 |
Table H3. Results from ALLCPT Pile Capacity Analysis and calculations (reported in imperial units).
z | Qs | Qb | ∆Qs | QwUTL | R | Min(Q,R) | δEC | Σδ | Comments: z=Depth [ft], Qs=Summation of side resistance from ALLCPT pile capacity analysis [tons], Qb=End resistance from ALLCPT pile capacity analysis [tons], ∆Q=Incremental side resistance [tons], QwUTL=Load in pile with unfactored top load [tons], R=Resistance in pile [tons], Min(Q,R)=Load [tons] used to develop combination curve to identify the location of the neutral plane. δEC=incremental elastic compression in pile [in], Σδ=pile settlement [in], Values calculated every ∆z=0.164ft but reported herein every ∆z=0.984ft (except for first and last values). See definition of variables on previous page. Values calculated every ∆z=0.164ft but reported herein every ∆z=0.984ft (except for first and last values). |
0.164 | 0.000 | 0.000 | 0.000 | 107.000 | 451.652 | 107.000 | 0.00051 | 0.399 | |
1.148 | 0.326 | 8.329 | 0.045 | 107.326 | 451.371 | 107.326 | 0.00051 | 0.396 | |
2.133 | 0.832 | 8.363 | 0.112 | 107.832 | 450.933 | 107.832 | 0.00051 | 0.393 | |
3.117 | 1.607 | 8.711 | 0.191 | 108.607 | 450.236 | 108.607 | 0.00052 | 0.390 | |
4.101 | 2.574 | 8.284 | 0.067 | 109.574 | 449.146 | 109.574 | 0.00052 | 0.387 | |
5.085 | 3.125 | 7.857 | 0.090 | 110.125 | 448.617 | 110.125 | 0.00053 | 0.384 | |
6.070 | 3.766 | 5.204 | 0.124 | 110.766 | 448.011 | 110.766 | 0.00053 | 0.381 | |
7.054 | 4.474 | 5.216 | 0.124 | 111.474 | 447.302 | 111.474 | 0.00053 | 0.378 | |
8.038 | 5.204 | 8.273 | 0.124 | 112.204 | 446.572 | 112.204 | 0.00054 | 0.374 | |
9.022 | 5.924 | 13.275 | 0.112 | 112.924 | 445.841 | 112.924 | 0.00054 | 0.371 | |
10.007 | 6.666 | 22.672 | 0.157 | 113.666 | 445.144 | 113.666 | 0.00054 | 0.368 | |
10.991 | 8.048 | 31.406 | 0.214 | 115.048 | 443.818 | 115.048 | 0.00055 | 0.365 | |
11.975 | 9.442 | 40.735 | 0.225 | 116.442 | 442.435 | 116.442 | 0.00056 | 0.361 | |
12.959 | 10.937 | 48.177 | 0.270 | 117.937 | 440.985 | 117.937 | 0.00056 | 0.358 | |
13.944 | 12.511 | 56.124 | 0.281 | 119.511 | 439.423 | 119.511 | 0.00057 | 0.355 | |
14.928 | 14.039 | 64.026 | 0.303 | 121.039 | 437.917 | 121.039 | 0.00058 | 0.351 | |
15.912 | 16.153 | 70.702 | 0.382 | 123.153 | 435.882 | 123.153 | 0.00059 | 0.348 | |
16.896 | 18.513 | 72.613 | 0.393 | 125.513 | 433.533 | 125.513 | 0.00060 | 0.344 | |
17.881 | 20.682 | 69.443 | 0.326 | 127.682 | 431.296 | 127.682 | 0.00061 | 0.340 | |
18.865 | 22.661 | 61.407 | 0.337 | 129.661 | 429.329 | 129.661 | 0.00062 | 0.337 | |
19.849 | 24.156 | 52.853 | 0.247 | 131.156 | 427.744 | 131.156 | 0.00063 | 0.333 | |
20.833 | 25.684 | 46.727 | 0.225 | 132.684 | 426.193 | 132.684 | 0.00063 | 0.329 | |
21.818 | 27.000 | 44.512 | 0.225 | 134.000 | 424.878 | 134.000 | 0.00064 | 0.325 | |
22.802 | 28.405 | 44.714 | 0.281 | 135.405 | 423.529 | 135.405 | 0.00065 | 0.322 | |
23.786 | 30.001 | 47.716 | 0.214 | 137.001 | 421.865 | 137.001 | 0.00065 | 0.318 | |
24.770 | 31.383 | 50.031 | 0.225 | 138.383 | 420.494 | 138.383 | 0.00066 | 0.314 | |
25.755 | 32.788 | 51.965 | 0.236 | 139.788 | 419.100 | 139.788 | 0.00067 | 0.310 | |
26.739 | 34.160 | 54.089 | 0.247 | 141.160 | 417.740 | 141.160 | 0.00067 | 0.306 | |
27.723 | 35.542 | 57.506 | 0.236 | 142.542 | 416.346 | 142.542 | 0.00068 | 0.302 | |
28.707 | 37.026 | 61.879 | 0.259 | 144.026 | 414.885 | 144.026 | 0.00069 | 0.297 | |
29.692 | 38.667 | 67.162 | 0.292 | 145.667 | 413.278 | 145.667 | 0.00070 | 0.293 | |
30.676 | 40.522 | 72.962 | 0.337 | 147.522 | 411.468 | 147.522 | 0.00070 | 0.289 | |
31.660 | 42.568 | 78.739 | 0.348 | 149.568 | 409.433 | 149.568 | 0.00071 | 0.285 | |
32.644 | 44.748 | 84.719 | 0.371 | 151.748 | 407.275 | 151.748 | 0.00072 | 0.281 | |
33.629 | 46.996 | 92.554 | 0.371 | 153.996 | 405.027 | 153.996 | 0.00074 | 0.276 | |
34.613 | 49.346 | 103.176 | 0.405 | 156.346 | 402.712 | 156.346 | 0.00075 | 0.272 | |
35.597 | 51.976 | 92.914 | 0.438 | 158.976 | 400.115 | 158.976 | 0.00076 | 0.267 | |
36.581 | 54.876 | 105.177 | 0.540 | 161.876 | 397.316 | 161.876 | 0.00077 | 0.263 | |
37.566 | 58.889 | 117.485 | 0.719 | 165.889 | 393.483 | 165.889 | 0.00079 | 0.258 | |
38.550 | 63.272 | 127.669 | 0.708 | 170.272 | 389.088 | 170.272 | 0.00081 | 0.253 | |
39.567 | 67.780 | 136.088 | 0.719 | 174.780 | 384.592 | 174.780 | 0.00083 | 0.248 | |
40.551 | 72.433 | 143.383 | 0.809 | 179.433 | 380.028 | 179.433 | 0.00086 | 0.243 | |
41.535 | 77.087 | 149.622 | 0.787 | 184.087 | 375.352 | 184.087 | 0.00088 | 0.238 | |
42.585 | 82.336 | 155.883 | 0.798 | 189.336 | 370.114 | 189.336 | 0.00090 | 0.232 | |
43.570 | 87.518 | 161.244 | 0.888 | 194.518 | 365.022 | 194.518 | 0.00093 | 0.227 | |
44.554 | 93.116 | 164.234 | 0.933 | 200.116 | 359.470 | 200.116 | 0.00096 | 0.221 | |
45.538 | 99.017 | 165.493 | 0.967 | 206.017 | 353.602 | 206.017 | 0.00098 | 0.215 | |
46.522 | 104.682 | 165.482 | 0.899 | 211.682 | 347.869 | 211.682 | 0.00101 | 0.209 | |
47.507 | 109.684 | 165.920 | 0.821 | 216.684 | 342.789 | 216.684 | 0.00103 | 0.203 | |
48.524 | 114.619 | 168.157 | 0.821 | 221.619 | 337.854 | 221.619 | 0.00106 | 0.197 | |
49.508 | 120.205 | 171.878 | 0.967 | 227.205 | 332.414 | 227.205 | 0.00108 | 0.191 | |
50.492 | 126.017 | 174.463 | 0.967 | 233.017 | 326.602 | 233.017 | 0.00111 | 0.184 | |
51.476 | 131.828 | 175.272 | 0.967 | 238.828 | 320.791 | 238.828 | 0.00114 | 0.177 | |
52.461 | 137.583 | 174.710 | 0.955 | 244.583 | 315.025 | 244.583 | 0.00117 | 0.170 | |
53.445 | 143.259 | 172.878 | 0.944 | 250.259 | 309.337 | 250.259 | 0.00119 | 0.163 | |
54.429 | 148.599 | 171.473 | 0.854 | 255.599 | 303.908 | 255.599 | 0.00122 | 0.156 | |
55.479 | 154.354 | 173.676 | 0.933 | 261.354 | 298.232 | 261.354 | 0.00125 | 0.148 | |
56.463 | 160.165 | 180.488 | 0.978 | 267.165 | 292.465 | 267.165 | 0.00128 | 0.141 | |
57.448 | 165.898 | 191.874 | 0.955 | 272.898 | 286.710 | 272.898 | 0.00130 | 0.133 | |
58.465 | 171.810 | 208.342 | 0.978 | 278.810 | 280.820 | 278.810 | 0.00133 | 0.125 | |
59.449 | 177.622 | 227.484 | 0.967 | 284.622 | 274.998 | 274.998 | 0.00131 | 0.117 | |
60.433 | 183.433 | 244.907 | 0.967 | 290.433 | 269.186 | 269.186 | 0.00129 | 0.110 | |
61.483 | 189.570 | 257.833 | 0.978 | 296.570 | 263.060 | 263.060 | 0.00126 | 0.102 | |
62.467 | 195.381 | 264.353 | 0.967 | 302.381 | 257.238 | 257.238 | 0.00123 | 0.094 | |
63.451 | 201.193 | 265.263 | 0.967 | 308.193 | 251.426 | 251.426 | 0.00120 | 0.087 | |
64.469 | 207.161 | 261.161 | 0.967 | 314.161 | 245.458 | 245.458 | 0.00117 | 0.080 | |
65.518 | 213.366 | 254.484 | 1.360 | 320.366 | 239.646 | 239.646 | 0.00114 | 0.073 | |
66.503 | 219.177 | 245.413 | 0.967 | 326.177 | 233.442 | 233.442 | 0.00111 | 0.066 | |
67.618 | 225.809 | 233.689 | 0.967 | 332.809 | 226.810 | 226.810 | 0.00108 | 0.060 | |
68.602 | 231.621 | 223.112 | 0.967 | 338.621 | 220.998 | 220.998 | 0.00106 | 0.053 | |
69.587 | 237.432 | 214.513 | 0.967 | 344.432 | 215.187 | 215.187 | 0.00103 | 0.047 | |
71.063 | 246.155 | 206.465 | 0.967 | 353.155 | 206.465 | 206.465 | 0.00099 | 0.038 |
Table I1. Design soil properties for the Alaska gravel design example.
Material | Depth | z | γ′ | φ′ | N1,60 | σz′ | Vs | Es | ν | Ko | Ir | qn′ | fs | ||
Gravel | 0 | - | 10 | 5 | 120 | 36 | 25 | 1200 | 735 | 428634 | 0.2 | 0.4 | 194 | 120021 | 161 |
Gravel | 10 | - | 21 | 15.5 | 67 | 38 | 50 | 1937 | 935 | 106269 | 0.3 | 0.3 | 271 | 226386 | 256 |
Sand | 21 | - | 30 | 25.5 | 55 | 33 | 11 | 2432 | 709 | 275908 | 0.2 | 0.4 | 72 | 140667 | 328 |
Gravel | 30 | - | 36 | 33 | 65 | 38 | 47 | 2822 | 973 | 129277 | 0.3 | 0.3 | 226 | 300946 | 373 |
Silt | 36 | - | 50 | 43 | 65 | 30 | 10 | 3732 | 725 | 307209 | 0.1 | 0.5 | 61 | 194674 | 500 |
Sand | 50 | - | 65 | 57.5 | 63 | 38 | 41 | 4677 | 993 | 142671 | 0.3 | 0.3 | 151 | 405671 | 619 |
Gravel | 65 | - | 96 | 80.5 | 60 | 38 | 29 | 6537 | 953 | 116535 | 0.3 | 0.3 | 88 | 431575 | 865 |
Gravel | 96 | - | 124 | 110 | 60 | 35 | 16 | 8217 | 867 | 737490 | 0.2 | 0.4 | 51 | 409767 | 110 |
Gravel | 12 | - | 136 | 130 | 52 | 33 | 10 | 8841 | 799 | 495616 | 0.2 | 0.4 | 35 | 367109 | 119 |
Gravel | 13 | - | 200 | 168 | 75 | 40 | 60 | 1364 | 118 | 341389 | 0.3 | 0.3 | 113 | 102991 | 177 |
z=Midpoint depth of layer [ft], γ′=Effective unit weight [pcf], φ′=Friction angle [o], N1,60=Corrected SPT blow count [bpf], σz′=Effective vertical stress [psf], Vs=Shear wave velocity [ft/sec], Es=Young’s modulus of the soil, ν=Poisson’s ratio of the soil, K=Lateral earth pressure coefficient, Ir=Rigidity index, qn′=Nominal unit end bearing capacity [psf], fs=Nominal unit side resistance [psf] |
Table I3. Results from calculations to find corrected shear wave velocity.
Elev | z | Soil Type | γ′ | σvo | σvo′ | Vs | Vs1 | FC | Comments: For Event #1 – amax=0.3, Mw=6.2, Elev=Elevation above sea level [t], z=Depth [ft], γ′=Effective unit weight [pcf], σvo=Vertical total stress [psf], σvo′=Vertical effective stress [psf], Vs=Shear wave velocity [fps], Vs1=Overburden corrected shear wave velocity [fps], FC=Fines Content. See definition of variables on previous page. See definition of variables on previous page. |
1960 | 0 | Gravel | 120 | 0 | 0 | 735 | - | 0 | |
1959 | 1 | Gravel | 120 | 120 | 120 | 735 | 1506 | 0 | |
1958 | 2 | Gravel | 120 | 240 | 240 | 735 | 1267 | 0 | |
1957 | 3 | Gravel | 120 | 360 | 360 | 735 | 1144 | 0 | |
1956 | 4 | Gravel | 120 | 480 | 480 | 735 | 1065 | 0 | |
1955 | 5 | Gravel | 120 | 600 | 600 | 735 | 1007 | 0 | |
1954 | 6 | Gravel | 120 | 720 | 720 | 735 | 962 | 0 | |
1953 | 7 | Gravel | 120 | 840 | 840 | 735 | 926 | 0 | |
1952 | 8 | Gravel | 120 | 960 | 960 | 735 | 896 | 0 | |
1951 | 9 | Gravel | 120 | 1080 | 1080 | 735 | 870 | 0 | |
1950 | 10 | Gravel | 67 | 1209 | 1147 | 935 | 1090 | 31 | |
1949 | 11 | Gravel | 67 | 1339 | 1214 | 935 | 1074 | 31 | |
1948 | 12 | Gravel | 67 | 1468 | 1281 | 935 | 1060 | 31 | |
1947 | 13 | Gravel | 67 | 1598 | 1348 | 935 | 1047 | 31 | |
1946 | 14 | Gravel | 67 | 1727 | 1415 | 935 | 1034 | 31 | |
1945 | 15 | Gravel | 67 | 1856 | 1482 | 935 | 1022 | 31 | |
1944 | 16 | Gravel | 67 | 1986 | 1549 | 935 | 1011 | 31 | |
1943 | 17 | Gravel | 67 | 2115 | 1616 | 935 | 1000 | 31 | |
1942 | 18 | Gravel | 67 | 2245 | 1683 | 935 | 990 | 31 | |
1941 | 19 | Gravel | 67 | 2374 | 1750 | 935 | 980 | 31 | |
1940 | 20 | Gravel | 67 | 2503 | 1817 | 935 | 971 | 31 | |
1939 | 21 | Sand | 55 | 2621 | 1872 | 709 | 731 | 6 | |
1938 | 22 | Sand | 55 | 2738 | 1927 | 709 | 726 | 6 | |
1937 | 23 | Sand | 55 | 2856 | 1982 | 709 | 721 | 6 | |
1936 | 24 | Sand | 55 | 2973 | 2037 | 709 | 716 | 6 | |
1935 | 25 | Sand | 55 | 3090 | 2092 | 709 | 711 | 6 | |
1934 | 26 | Sand | 55 | 3208 | 2147 | 709 | 706 | 6 | |
1933 | 27 | Sand | 55 | 3325 | 2202 | 709 | 702 | 6 | |
1932 | 28 | Sand | 55 | 3443 | 2257 | 709 | 698 | 6 | |
1931 | 29 | Sand | 55 | 3560 | 2312 | 709 | 693 | 6 | |
1930 | 30 | Gravel | 65 | 3687 | 2377 | 973 | 945 | 6 | |
1929 | 31 | Gravel | 65 | 3815 | 2442 | 973 | 939 | 6 | |
1928 | 32 | Gravel | 65 | 3942 | 2507 | 973 | 933 | 6 | |
1927 | 33 | Gravel | 65 | 4070 | 2572 | 973 | 927 | 6 | |
1926 | 34 | Gravel | 65 | 4197 | 2637 | 973 | 921 | 6 | |
1925 | 35 | Gravel | 65 | 4324 | 2702 | 973 | 915 | 6 | |
1924 | 36 | Silt | 65 | 4452 | 2767 | 725 | 678 | 92 | |
1923 | 37 | Silt | 65 | 4579 | 2832 | 725 | 674 | 92 | |
1922 | 38 | Silt | 65 | 4707 | 2897 | 725 | 670 | 92 | |
1921 | 39 | Silt | 65 | 4834 | 2962 | 725 | 667 | 92 | |
1920 | 40 | Silt | 65 | 4961 | 3027 | 725 | 663 | 92 | |
1919 | 41 | Silt | 65 | 5089 | 3092 | 725 | 659 | 92 | |
1918 | 42 | Silt | 65 | 5216 | 3157 | 725 | 656 | 92 | |
1917 | 43 | Silt | 65 | 5344 | 3222 | 725 | 653 | 92 | |
1916 | 44 | Silt | 65 | 5471 | 3287 | 725 | 649 | 92 | |
1915 | 45 | Silt | 65 | 5598 | 3352 | 725 | 646 | 92 | |
1914 | 46 | Silt | 65 | 5726 | 3417 | 725 | 643 | 92 | |
1913 | 47 | Silt | 65 | 5853 | 3482 | 725 | 640 | 92 | |
1912 | 48 | Silt | 65 | 5981 | 3547 | 725 | 637 | 92 | |
1911 | 49 | Silt | 65 | 6108 | 3612 | 725 | 634 | 92 | |
1910 | 50 | Sand | 63 | 6233 | 3675 | 993 | 865 | 4 | |
1909 | 51 | Sand | 63 | 6359 | 3738 | 993 | 861 | 4 | |
1908 | 52 | Sand | 63 | 6484 | 3801 | 993 | 858 | 4 | |
1907 | 53 | Sand | 63 | 6610 | 3864 | 993 | 854 | 4 | |
1906 | 54 | Sand | 63 | 6735 | 3927 | 993 | 851 | 4 | |
1905 | 55 | Sand | 63 | 6860 | 3990 | 993 | 847 | 4 | |
1904 | 56 | Sand | 63 | 6986 | 4053 | 993 | 844 | 4 | |
1903 | 57 | Sand | 63 | 7111 | 4116 | 993 | 841 | 4 | |
1902 | 58 | Sand | 63 | 7237 | 4179 | 993 | 838 | 4 | |
1901 | 59 | Sand | 63 | 7362 | 4242 | 993 | 835 | 4 | |
1900 | 60 | Sand | 63 | 7487 | 4305 | 993 | 831 | 4 | |
1899 | 61 | Sand | 63 | 7613 | 4368 | 993 | 828 | 4 | |
1898 | 62 | Sand | 63 | 7738 | 4431 | 993 | 825 | 4 | |
1897 | 63 | Sand | 63 | 7864 | 4494 | 993 | 823 | 4 | |
1896 | 64 | Sand | 63 | 7989 | 4557 | 993 | 820 | 4 | |
1895 | 65 | Gravel | 60 | 8111 | 4617 | 953 | 784 | 0 | |
1894 | 66 | Gravel | 60 | 8234 | 4677 | 953 | 782 | 0 | |
1893 | 67 | Gravel | 60 | 8356 | 4737 | 953 | 779 | 0 | |
1892 | 68 | Gravel | 60 | 8479 | 4797 | 953 | 777 | 0 | |
1891 | 69 | Gravel | 60 | 8601 | 4857 | 953 | 774 | 0 | |
1890 | 70 | Gravel | 60 | 8723 | 4917 | 953 | 772 | 0 | |
1889 | 71 | Gravel | 60 | 8846 | 4977 | 953 | 770 | 0 | |
1888 | 72 | Gravel | 60 | 8968 | 5037 | 953 | 767 | 0 | |
1887 | 73 | Gravel | 60 | 9091 | 5097 | 953 | 765 | 0 | |
1886 | 74 | Gravel | 60 | 9213 | 5157 | 953 | 763 | 0 | |
1885 | 75 | Gravel | 60 | 9335 | 5217 | 953 | 761 | 0 | |
1884 | 76 | Gravel | 60 | 9458 | 5277 | 953 | 758 | 0 | |
1883 | 77 | Gravel | 60 | 9580 | 5337 | 953 | 756 | 0 | |
1882 | 78 | Gravel | 60 | 9703 | 5397 | 953 | 754 | 0 | |
1881 | 79 | Gravel | 60 | 9825 | 5457 | 953 | 752 | 0 | |
1880 | 80 | Gravel | 60 | 9947 | 5517 | 953 | 750 | 0 | |
1879 | 81 | Gravel | 60 | 10070 | 5577 | 953 | 748 | 0 | |
1878 | 82 | Gravel | 60 | 10192 | 5637 | 953 | 746 | 0 | |
1877 | 83 | Gravel | 60 | 10315 | 5697 | 953 | 744 | 0 | |
1876 | 84 | Gravel | 60 | 10437 | 5757 | 953 | 742 | 0 | |
1875 | 85 | Gravel | 60 | 10559 | 5817 | 953 | 740 | 0 | |
1874 | 86 | Gravel | 60 | 10682 | 5877 | 953 | 738 | 0 | |
1873 | 87 | Gravel | 60 | 10804 | 5937 | 953 | 736 | 0 | |
1872 | 88 | Gravel | 60 | 10927 | 5997 | 953 | 734 | 0 | |
1871 | 89 | Gravel | 60 | 11049 | 6057 | 953 | 733 | 0 | |
1870 | 90 | Gravel | 60 | 11171 | 6117 | 953 | 731 | 0 | |
1869 | 91 | Gravel | 60 | 11294 | 6177 | 953 | 729 | 0 | |
1868 | 92 | Gravel | 60 | 11416 | 6237 | 953 | 727 | 0 | |
1867 | 93 | Gravel | 60 | 11539 | 6297 | 953 | 726 | 0 | |
1866 | 94 | Gravel | 60 | 11661 | 6357 | 953 | 724 | 0 | |
1865 | 95 | Gravel | 60 | 11783 | 6417 | 953 | 722 | 0 | |
1864 | 96 | Gravel | 60 | 11906 | 6477 | 867 | 655 | 0 | |
1863 | 97 | Gravel | 60 | 12028 | 6537 | 867 | 654 | 0 | |
1862 | 98 | Gravel | 60 | 12151 | 6597 | 867 | 652 | 0 | |
1861 | 99 | Gravel | 60 | 12273 | 6657 | 867 | 651 | 0 | |
1860 | 100 | Gravel | 60 | 12395 | 6717 | 867 | 650 | 0 | |
1859 | 101 | Gravel | 60 | 12518 | 6777 | 867 | 648 | 0 | |
1858 | 102 | Gravel | 60 | 12640 | 6837 | 867 | 647 | 0 | |
1857 | 103 | Gravel | 60 | 12763 | 6897 | 867 | 645 | 0 | |
1856 | 104 | Gravel | 60 | 12885 | 6957 | 867 | 644 | 0 | |
1855 | 105 | Gravel | 60 | 13007 | 7017 | 867 | 642 | 0 | |
1854 | 106 | Gravel | 60 | 13130 | 7077 | 867 | 641 | 0 | |
1853 | 107 | Gravel | 60 | 13252 | 7137 | 867 | 640 | 0 | |
1852 | 108 | Gravel | 60 | 13375 | 7197 | 867 | 638 | 0 | |
1851 | 109 | Gravel | 60 | 13497 | 7257 | 867 | 637 | 0 | |
1850 | 110 | Gravel | 60 | 13619 | 7317 | 867 | 636 | 0 | |
1849 | 111 | Gravel | 60 | 13742 | 7377 | 867 | 634 | 0 | |
1848 | 112 | Gravel | 60 | 13864 | 7437 | 867 | 633 | 0 | |
1847 | 113 | Gravel | 60 | 13987 | 7497 | 867 | 632 | 0 | |
1846 | 114 | Gravel | 60 | 14109 | 7557 | 867 | 631 | 0 | |
1845 | 115 | Gravel | 60 | 14231 | 7617 | 867 | 629 | 0 | |
1844 | 116 | Gravel | 60 | 14354 | 7677 | 867 | 628 | 0 | |
1843 | 117 | Gravel | 60 | 14476 | 7737 | 867 | 627 | 0 | |
1842 | 118 | Gravel | 60 | 14599 | 7797 | 867 | 626 | 0 | |
1841 | 119 | Gravel | 60 | 14721 | 7857 | 867 | 625 | 0 | |
1840 | 120 | Gravel | 60 | 14843 | 7917 | 867 | 623 | 0 | |
1839 | 121 | Gravel | 60 | 14966 | 7977 | 867 | 622 | 0 | |
1838 | 122 | Gravel | 60 | 15088 | 8037 | 867 | 621 | 0 | |
1837 | 123 | Gravel | 60 | 15211 | 8097 | 867 | 620 | 0 | |
1836 | 124 | Gravel | 52 | 15325 | 8149 | 799 | 570 | 0 | |
1835 | 125 | Gravel | 52 | 15439 | 8201 | 799 | 569 | 0 | |
1834 | 126 | Gravel | 52 | 15554 | 8253 | 799 | 569 | 0 | |
1833 | 127 | Gravel | 52 | 15668 | 8305 | 799 | 568 | 0 | |
1832 | 128 | Gravel | 52 | 15783 | 8357 | 799 | 567 | 0 | |
1831 | 129 | Gravel | 52 | 15897 | 8409 | 799 | 566 | 0 | |
1830 | 130 | Gravel | 52 | 16011 | 8461 | 799 | 565 | 0 | |
1829 | 131 | Gravel | 52 | 16126 | 8513 | 799 | 564 | 0 | |
1828 | 132 | Gravel | 52 | 16240 | 8565 | 799 | 563 | 0 | |
1827 | 133 | Gravel | 52 | 16355 | 8617 | 799 | 562 | 0 | |
1826 | 134 | Gravel | 52 | 16469 | 8669 | 799 | 562 | 0 | |
1825 | 135 | Gravel | 52 | 16583 | 8721 | 799 | 561 | 0 | |
1824 | 136 | Gravel | 75 | 16721 | 8796 | 1187 | 831 | 0 | |
1823 | 137 | Gravel | 75 | 16858 | 8871 | 1187 | 830 | 0 | |
1822 | 138 | Gravel | 75 | 16996 | 8946 | 1187 | 828 | 0 | |
1821 | 139 | Gravel | 75 | 17133 | 9021 | 1187 | 826 | 0 | |
1820 | 140 | Gravel | 75 | 17270 | 9096 | 1187 | 824 | 0 | |
1819 | 141 | Gravel | 75 | 17408 | 9171 | 1187 | 823 | 0 | |
1818 | 142 | Gravel | 75 | 17545 | 9246 | 1187 | 821 | 0 | |
1817 | 143 | Gravel | 75 | 17683 | 9321 | 1187 | 819 | 0 | |
1816 | 144 | Gravel | 75 | 17820 | 9396 | 1187 | 818 | 0 | |
1815 | 145 | Gravel | 75 | 17957 | 9471 | 1187 | 816 | 0 | |
1814 | 146 | Gravel | 75 | 18095 | 9546 | 1187 | 814 | 0 | |
1813 | 147 | Gravel | 75 | 18232 | 9621 | 1187 | 813 | 0 | |
1812 | 148 | Gravel | 75 | 18370 | 9696 | 1187 | 811 | 0 | |
1811 | 149 | Gravel | 75 | 18507 | 9771 | 1187 | 810 | 0 | |
1810 | 150 | Gravel | 75 | 18644 | 9846 | 1187 | 808 | 0 |
Elev | z | α(z) | β(z) | rd | CRR7.5 | CRR | CSR | FSLiq | Comments: For Event #1 – amax=0.3, Mw=6.2, MSF=Magnitude scaling factor=1.5, PL=probability of liquefaction triggering=0.15, Elev=Elevation above sea level [t], z=Depth [ft], rd=Shear stress reduction coefficient, α(z)=Term used to find rd, β(z)=Term used to find rd, CRR7.5 = standardized cyclic resistance corresponding to a moment magnitude earthquake of 7.5, with 15 uniform shear stress cycles, and one atmosphere of pressure, CRR=Cyclic resistance ratio for the magnitude and effective stress of interest, CSR=Cyclic stress ratio for the magnitude and effective stress of interest, FSLiq=Factor of safety against liquefaction. See definition of variables on previous page. See definition of variables on previous page. |
1960 | 0 | 0.02 | 0.00 | 1.00 | - | - | |||
1959 | 1 | 0.00 | 0.00 | 1.00 | 1.00 | 1.50 | 0.20 | 2.00 | |
1958 | 2 | -0.01 | 0.00 | 1.00 | 1.00 | 1.50 | 0.20 | 2.00 | |
1957 | 3 | -0.02 | 0.00 | 1.00 | 1.00 | 1.50 | 0.19 | 2.00 | |
1956 | 4 | -0.04 | 0.00 | 0.99 | 1.00 | 1.50 | 0.19 | 2.00 | |
1955 | 5 | -0.05 | 0.01 | 0.99 | 0.92 | 1.38 | 0.19 | 2.00 | |
1954 | 6 | -0.07 | 0.01 | 0.98 | 0.69 | 1.03 | 0.19 | 2.00 | |
1953 | 7 | -0.08 | 0.01 | 0.98 | 0.55 | 0.83 | 0.19 | 2.00 | |
1952 | 8 | -0.10 | 0.01 | 0.97 | 0.47 | 0.70 | 0.19 | 2.00 | |
1951 | 9 | -0.12 | 0.01 | 0.97 | 0.41 | 0.61 | 0.19 | 2.00 | |
1950 | 10 | -0.14 | 0.02 | 0.96 | 1.00 | 1.50 | 0.20 | 2.00 | |
1949 | 11 | -0.16 | 0.02 | 0.96 | 1.00 | 1.50 | 0.21 | 2.00 | |
1948 | 12 | -0.17 | 0.02 | 0.95 | 1.00 | 1.50 | 0.21 | 2.00 | |
1947 | 13 | -0.19 | 0.02 | 0.94 | 1.00 | 1.50 | 0.22 | 2.00 | |
1946 | 14 | -0.22 | 0.02 | 0.94 | 1.00 | 1.50 | 0.22 | 2.00 | |
1945 | 15 | -0.24 | 0.03 | 0.93 | 1.00 | 1.50 | 0.23 | 2.00 | |
1944 | 16 | -0.26 | 0.03 | 0.93 | 0.94 | 1.41 | 0.23 | 2.00 | |
1943 | 17 | -0.28 | 0.03 | 0.92 | 0.87 | 1.32 | 0.23 | 2.00 | |
1942 | 18 | -0.30 | 0.03 | 0.91 | 0.82 | 1.23 | 0.24 | 2.00 | |
1941 | 19 | -0.32 | 0.04 | 0.91 | 0.77 | 1.16 | 0.24 | 2.00 | |
1940 | 20 | -0.35 | 0.04 | 0.90 | 0.73 | 1.09 | 0.24 | 2.00 | |
1939 | 21 | -0.37 | 0.04 | 0.89 | 0.23 | 0.34 | 0.24 | 1.39 | |
1938 | 22 | -0.40 | 0.04 | 0.89 | 0.22 | 0.33 | 0.25 | 1.36 | |
1937 | 23 | -0.42 | 0.05 | 0.88 | 0.22 | 0.33 | 0.25 | 1.32 | |
1936 | 24 | -0.45 | 0.05 | 0.87 | 0.21 | 0.32 | 0.25 | 1.30 | |
1935 | 25 | -0.47 | 0.05 | 0.87 | 0.21 | 0.32 | 0.25 | 1.27 | |
1934 | 26 | -0.50 | 0.06 | 0.86 | 0.21 | 0.31 | 0.25 | 1.25 | |
1933 | 27 | -0.52 | 0.06 | 0.85 | 0.20 | 0.31 | 0.25 | 1.23 | |
1932 | 28 | -0.55 | 0.06 | 0.85 | 0.20 | 0.30 | 0.25 | 1.21 | |
1931 | 29 | -0.58 | 0.06 | 0.84 | 0.20 | 0.30 | 0.25 | 1.19 | |
1930 | 30 | -0.60 | 0.07 | 0.83 | 0.62 | 0.93 | 0.25 | 2.00 | |
1929 | 31 | -0.63 | 0.07 | 0.82 | 0.60 | 0.90 | 0.25 | 2.00 | |
1928 | 32 | -0.66 | 0.07 | 0.82 | 0.57 | 0.86 | 0.25 | 2.00 | |
1927 | 33 | -0.69 | 0.08 | 0.81 | 0.56 | 0.84 | 0.25 | 2.00 | |
1926 | 34 | -0.72 | 0.08 | 0.80 | 0.54 | 0.81 | 0.25 | 2.00 | |
1925 | 35 | -0.74 | 0.08 | 0.80 | 0.52 | 0.78 | 0.25 | 2.00 | |
1924 | 36 | -0.77 | 0.09 | 0.79 | 0.19 | 0.29 | 0.25 | 1.15 | |
1923 | 37 | -0.80 | 0.09 | 0.78 | 0.19 | 0.28 | 0.25 | 1.14 | |
1922 | 38 | -0.83 | 0.09 | 0.77 | 0.19 | 0.28 | 0.25 | 1.14 | |
1921 | 39 | -0.86 | 0.10 | 0.77 | 0.18 | 0.28 | 0.24 | 1.13 | |
1920 | 40 | -0.89 | 0.10 | 0.76 | 0.18 | 0.27 | 0.24 | 1.12 | |
1919 | 41 | -0.92 | 0.10 | 0.75 | 0.18 | 0.27 | 0.24 | 1.12 | |
1918 | 42 | -0.95 | 0.11 | 0.75 | 0.18 | 0.27 | 0.24 | 1.11 | |
1917 | 43 | -0.98 | 0.11 | 0.74 | 0.18 | 0.26 | 0.24 | 1.11 | |
1916 | 44 | -1.00 | 0.11 | 0.73 | 0.17 | 0.26 | 0.24 | 1.10 | |
1915 | 45 | -1.03 | 0.11 | 0.72 | 0.17 | 0.26 | 0.24 | 1.10 | |
1914 | 46 | -1.06 | 0.12 | 0.72 | 0.17 | 0.26 | 0.23 | 1.10 | |
1913 | 47 | -1.09 | 0.12 | 0.71 | 0.17 | 0.26 | 0.23 | 1.10 | |
1912 | 48 | -1.12 | 0.12 | 0.70 | 0.17 | 0.25 | 0.23 | 1.09 | |
1911 | 49 | -1.15 | 0.13 | 0.70 | 0.17 | 0.25 | 0.23 | 1.09 | |
1910 | 50 | -1.18 | 0.13 | 0.69 | 0.40 | 0.60 | 0.23 | 2.00 | |
1909 | 51 | -1.21 | 0.13 | 0.68 | 0.39 | 0.59 | 0.23 | 2.00 | |
1908 | 52 | -1.24 | 0.14 | 0.68 | 0.39 | 0.58 | 0.23 | 2.00 | |
1907 | 53 | -1.27 | 0.14 | 0.67 | 0.38 | 0.57 | 0.22 | 2.00 | |
1906 | 54 | -1.29 | 0.14 | 0.67 | 0.37 | 0.56 | 0.22 | 2.00 | |
1905 | 55 | -1.32 | 0.15 | 0.66 | 0.37 | 0.55 | 0.22 | 2.00 | |
1904 | 56 | -1.35 | 0.15 | 0.65 | 0.36 | 0.54 | 0.22 | 2.00 | |
1903 | 57 | -1.38 | 0.15 | 0.65 | 0.36 | 0.53 | 0.22 | 2.00 | |
1902 | 58 | -1.41 | 0.15 | 0.64 | 0.35 | 0.53 | 0.22 | 2.00 | |
1901 | 59 | -1.43 | 0.16 | 0.63 | 0.34 | 0.52 | 0.21 | 2.00 | |
1900 | 60 | -1.46 | 0.16 | 0.63 | 0.34 | 0.51 | 0.21 | 2.00 | |
1899 | 61 | -1.49 | 0.16 | 0.62 | 0.34 | 0.50 | 0.21 | 2.00 | |
1898 | 62 | -1.51 | 0.17 | 0.62 | 0.33 | 0.50 | 0.21 | 2.00 | |
1897 | 63 | -1.54 | 0.17 | 0.61 | 0.33 | 0.49 | 0.21 | 2.00 | |
1896 | 64 | -1.56 | 0.17 | 0.61 | 0.32 | 0.48 | 0.21 | 2.00 | |
1895 | 65 | -1.59 | 0.17 | 0.60 | 0.28 | 0.42 | 0.21 | 2.00 | |
1894 | 66 | -1.61 | 0.18 | 0.59 | 0.27 | 0.41 | 0.20 | 2.00 | |
1893 | 67 | -1.64 | 0.18 | 0.59 | 0.27 | 0.41 | 0.20 | 2.00 | |
1892 | 68 | -1.66 | 0.18 | 0.58 | 0.27 | 0.40 | 0.20 | 2.00 | |
1891 | 69 | -1.69 | 0.18 | 0.58 | 0.27 | 0.40 | 0.20 | 2.00 | |
1890 | 70 | -1.71 | 0.19 | 0.57 | 0.26 | 0.40 | 0.20 | 1.99 | |
1889 | 71 | -1.73 | 0.19 | 0.57 | 0.26 | 0.39 | 0.20 | 1.99 | |
1888 | 72 | -1.76 | 0.19 | 0.57 | 0.26 | 0.39 | 0.20 | 1.98 | |
1887 | 73 | -1.78 | 0.19 | 0.56 | 0.26 | 0.39 | 0.19 | 1.98 | |
1886 | 74 | -1.80 | 0.20 | 0.56 | 0.25 | 0.38 | 0.19 | 1.97 | |
1885 | 75 | -1.82 | 0.20 | 0.55 | 0.25 | 0.38 | 0.19 | 1.97 | |
1884 | 76 | -1.84 | 0.20 | 0.55 | 0.25 | 0.38 | 0.19 | 1.97 | |
1883 | 77 | -1.86 | 0.20 | 0.54 | 0.25 | 0.37 | 0.19 | 1.96 | |
1882 | 78 | -1.88 | 0.20 | 0.54 | 0.25 | 0.37 | 0.19 | 1.96 | |
1881 | 79 | -1.90 | 0.20 | 0.53 | 0.24 | 0.37 | 0.19 | 1.95 | |
1880 | 80 | -1.91 | 0.21 | 0.53 | 0.24 | 0.36 | 0.19 | 1.95 | |
1879 | 81 | -1.93 | 0.21 | 0.53 | 0.24 | 0.36 | 0.19 | 1.95 | |
1878 | 82 | -1.95 | 0.21 | 0.52 | 0.24 | 0.36 | 0.18 | 1.94 | |
1877 | 83 | -1.96 | 0.21 | 0.52 | 0.24 | 0.36 | 0.18 | 1.94 | |
1876 | 84 | -1.98 | 0.21 | 0.52 | 0.24 | 0.35 | 0.18 | 1.94 | |
1875 | 85 | -1.99 | 0.21 | 0.51 | 0.23 | 0.35 | 0.18 | 1.93 | |
1874 | 86 | -2.01 | 0.22 | 0.51 | 0.23 | 0.35 | 0.18 | 1.93 | |
1873 | 87 | -2.02 | 0.22 | 0.51 | 0.23 | 0.35 | 0.18 | 1.92 | |
1872 | 88 | -2.03 | 0.22 | 0.50 | 0.23 | 0.34 | 0.18 | 1.92 | |
1871 | 89 | -2.05 | 0.22 | 0.50 | 0.23 | 0.34 | 0.18 | 1.92 | |
1870 | 90 | -2.06 | 0.22 | 0.50 | 0.23 | 0.34 | 0.18 | 1.91 | |
1869 | 91 | -2.07 | 0.22 | 0.50 | 0.22 | 0.34 | 0.18 | 1.91 | |
1868 | 92 | -2.08 | 0.22 | 0.49 | 0.22 | 0.34 | 0.18 | 1.91 | |
1867 | 93 | -2.09 | 0.22 | 0.49 | 0.22 | 0.33 | 0.18 | 1.90 | |
1866 | 94 | -2.09 | 0.22 | 0.49 | 0.22 | 0.33 | 0.17 | 1.90 | |
1865 | 95 | -2.10 | 0.22 | 0.49 | 0.22 | 0.33 | 0.17 | 1.89 | |
1864 | 96 | -2.11 | 0.22 | 0.48 | 0.18 | 0.27 | 0.17 | 1.54 | |
1863 | 97 | -2.12 | 0.22 | 0.48 | 0.18 | 0.27 | 0.17 | 1.54 | |
1862 | 98 | -2.12 | 0.22 | 0.48 | 0.18 | 0.26 | 0.17 | 1.53 | |
1861 | 99 | -2.13 | 0.22 | 0.48 | 0.18 | 0.26 | 0.17 | 1.53 | |
1860 | 100 | -2.13 | 0.22 | 0.48 | 0.17 | 0.26 | 0.17 | 1.53 | |
1859 | 101 | -2.13 | 0.22 | 0.48 | 0.17 | 0.26 | 0.17 | 1.53 | |
1858 | 102 | -2.14 | 0.22 | 0.47 | 0.17 | 0.26 | 0.17 | 1.52 | |
1857 | 103 | -2.14 | 0.22 | 0.47 | 0.17 | 0.26 | 0.17 | 1.52 | |
1856 | 104 | -2.14 | 0.22 | 0.47 | 0.17 | 0.26 | 0.17 | 1.52 | |
1855 | 105 | -2.14 | 0.22 | 0.47 | 0.17 | 0.26 | 0.17 | 1.51 | |
1854 | 106 | -2.14 | 0.22 | 0.47 | 0.17 | 0.26 | 0.17 | 1.51 | |
1853 | 107 | -2.14 | 0.22 | 0.47 | 0.17 | 0.26 | 0.17 | 1.51 | |
1852 | 108 | -2.13 | 0.22 | 0.47 | 0.17 | 0.25 | 0.17 | 1.50 | |
1851 | 109 | -2.13 | 0.22 | 0.47 | 0.17 | 0.25 | 0.17 | 1.50 | |
1850 | 110 | -2.13 | 0.22 | 0.47 | 0.17 | 0.25 | 0.17 | 1.49 | |
1849 | 111 | -2.12 | 0.22 | 0.47 | 0.17 | 0.25 | 0.17 | 1.49 | |
1848 | 112 | -2.12 | 0.22 | 0.47 | 0.17 | 0.25 | 0.17 | 1.48 | |
1847 | 113 | -2.11 | 0.22 | 0.47 | 0.17 | 0.25 | 0.17 | 1.48 | |
1846 | 114 | -2.11 | 0.22 | 0.47 | 0.17 | 0.25 | 0.17 | 1.47 | |
1845 | 115 | -2.10 | 0.21 | 0.47 | 0.17 | 0.25 | 0.17 | 1.47 | |
1844 | 116 | -2.09 | 0.21 | 0.47 | 0.16 | 0.25 | 0.17 | 1.46 | |
1843 | 117 | -2.08 | 0.21 | 0.47 | 0.16 | 0.25 | 0.17 | 1.45 | |
1842 | 118 | -2.07 | 0.21 | 0.47 | 0.16 | 0.25 | 0.17 | 1.45 | |
1841 | 119 | -2.06 | 0.21 | 0.47 | 0.16 | 0.25 | 0.17 | 1.44 | |
1840 | 120 | -2.05 | 0.21 | 0.47 | 0.16 | 0.24 | 0.17 | 1.43 | |
1839 | 121 | -2.04 | 0.21 | 0.47 | 0.16 | 0.24 | 0.17 | 1.43 | |
1838 | 122 | -2.03 | 0.20 | 0.47 | 0.16 | 0.24 | 0.17 | 1.42 | |
1837 | 123 | -2.01 | 0.20 | 0.47 | 0.16 | 0.24 | 0.17 | 1.41 | |
1836 | 124 | -2.00 | 0.20 | 0.47 | 0.14 | 0.22 | 0.17 | 1.25 | |
1835 | 125 | -1.99 | 0.20 | 0.47 | 0.14 | 0.22 | 0.17 | 1.24 | |
1834 | 126 | -1.97 | 0.20 | 0.47 | 0.14 | 0.21 | 0.17 | 1.24 | |
1833 | 127 | -1.95 | 0.19 | 0.47 | 0.14 | 0.21 | 0.17 | 1.23 | |
1832 | 128 | -1.94 | 0.19 | 0.48 | 0.14 | 0.21 | 0.18 | 1.22 | |
1831 | 129 | -1.92 | 0.19 | 0.48 | 0.14 | 0.21 | 0.18 | 1.21 | |
1830 | 130 | -1.90 | 0.19 | 0.48 | 0.14 | 0.21 | 0.18 | 1.21 | |
1829 | 131 | -1.89 | 0.19 | 0.48 | 0.14 | 0.21 | 0.18 | 1.20 | |
1828 | 132 | -1.87 | 0.18 | 0.48 | 0.14 | 0.21 | 0.18 | 1.19 | |
1827 | 133 | -1.85 | 0.18 | 0.48 | 0.14 | 0.21 | 0.18 | 1.18 | |
1826 | 134 | -1.83 | 0.18 | 0.49 | 0.14 | 0.21 | 0.18 | 1.17 | |
1825 | 135 | -1.81 | 0.18 | 0.49 | 0.14 | 0.21 | 0.18 | 1.17 | |
1824 | 136 | -1.79 | 0.17 | 0.49 | 0.34 | 0.51 | 0.18 | 2.00 | |
1823 | 137 | -1.76 | 0.17 | 0.49 | 0.34 | 0.51 | 0.18 | 2.00 | |
1822 | 138 | -1.74 | 0.17 | 0.50 | 0.33 | 0.50 | 0.18 | 2.00 | |
1821 | 139 | -1.72 | 0.17 | 0.50 | 0.33 | 0.50 | 0.18 | 2.00 | |
1820 | 140 | -1.70 | 0.16 | 0.50 | 0.33 | 0.50 | 0.19 | 2.00 | |
1819 | 141 | -1.67 | 0.16 | 0.51 | 0.33 | 0.49 | 0.19 | 2.00 | |
1818 | 142 | -1.65 | 0.16 | 0.51 | 0.32 | 0.49 | 0.19 | 2.00 | |
1817 | 143 | -1.63 | 0.15 | 0.51 | 0.32 | 0.48 | 0.19 | 2.00 | |
1816 | 144 | -1.60 | 0.15 | 0.51 | 0.32 | 0.48 | 0.19 | 2.00 | |
1815 | 145 | -1.58 | 0.15 | 0.52 | 0.32 | 0.48 | 0.19 | 2.00 | |
1814 | 146 | -1.55 | 0.15 | 0.52 | 0.31 | 0.47 | 0.19 | 2.00 | |
1813 | 147 | -1.52 | 0.14 | 0.53 | 0.31 | 0.47 | 0.19 | 2.00 | |
1812 | 148 | -1.50 | 0.14 | 0.53 | 0.31 | 0.47 | 0.20 | 2.00 | |
1811 | 149 | -1.47 | 0.14 | 0.53 | 0.31 | 0.46 | 0.20 | 2.00 | |
1810 | 150 | -1.44 | 0.13 | 0.54 | 0.31 | 0.46 | 0.20 | 2.00 |
Elev | z | rd | CSR | CRR7.5 | CRR | FSLiq | Comments: For Event #1 – amax=0.3, Mw=6.2, DFW=Duration weighting factor=1.29, PL=probability of liquefaction triggering=0.15, Elev=Elevation above sea level [t], z=Depth [ft], rd=Shear stress reduction coefficient, CSR=Cyclic stress ratio for the magnitude and effective stress of interest, CRR7.5 = standardized cyclic resistance corresponding to a moment magnitude earthquake of 7.5, with 15 uniform shear stress cycles, and one atmosphere of pressure, CRR=Cyclic resistance ratio for the magnitude and effective stress of interest, FSLiq=Factor of safety against liquefaction. See definition of variables on previous page. See definition of variables on previous page. |
1960 | 0 | ||||||
1959 | 1 | 1.00 | 0.19 | 1.00 | 1.29 | 2.00 | |
1958 | 2 | 1.00 | 0.19 | 1.00 | 1.29 | 2.00 | |
1957 | 3 | 1.00 | 0.19 | 1.00 | 1.29 | 2.00 | |
1956 | 4 | 1.00 | 0.19 | 1.00 | 1.29 | 2.00 | |
1955 | 5 | 1.00 | 0.19 | 1.00 | 1.29 | 2.00 | |
1954 | 6 | 1.00 | 0.19 | 1.00 | 1.29 | 2.00 | |
1953 | 7 | 1.00 | 0.19 | 1.00 | 1.29 | 2.00 | |
1952 | 8 | 1.00 | 0.19 | 1.00 | 1.29 | 2.00 | |
1951 | 9 | 1.00 | 0.19 | 1.00 | 1.29 | 2.00 | |
1950 | 10 | 1.00 | 0.20 | 1.00 | 1.29 | 2.00 | |
1949 | 11 | 1.00 | 0.21 | 1.00 | 1.29 | 2.00 | |
1948 | 12 | 0.99 | 0.22 | 1.00 | 1.29 | 2.00 | |
1947 | 13 | 0.99 | 0.23 | 1.00 | 1.29 | 2.00 | |
1946 | 14 | 0.99 | 0.24 | 1.00 | 1.29 | 2.00 | |
1945 | 15 | 0.99 | 0.24 | 1.00 | 1.29 | 2.00 | |
1944 | 16 | 0.99 | 0.25 | 1.00 | 1.29 | 2.00 | |
1943 | 17 | 0.99 | 0.25 | 1.00 | 1.29 | 2.00 | |
1942 | 18 | 0.99 | 0.26 | 1.00 | 1.29 | 2.00 | |
1941 | 19 | 0.99 | 0.26 | 1.00 | 1.29 | 2.00 | |
1940 | 20 | 0.99 | 0.26 | 1.00 | 1.29 | 2.00 | |
1939 | 21 | 0.98 | 0.27 | 0.49 | 0.63 | 2.00 | |
1938 | 22 | 0.98 | 0.27 | 0.47 | 0.61 | 2.00 | |
1937 | 23 | 0.98 | 0.28 | 0.45 | 0.58 | 2.00 | |
1936 | 24 | 0.98 | 0.28 | 0.44 | 0.56 | 2.00 | |
1935 | 25 | 0.98 | 0.28 | 0.42 | 0.54 | 1.94 | |
1934 | 26 | 0.97 | 0.28 | 0.41 | 0.53 | 1.86 | |
1933 | 27 | 0.97 | 0.29 | 0.39 | 0.51 | 1.78 | |
1932 | 28 | 0.97 | 0.29 | 0.38 | 0.49 | 1.72 | |
1931 | 29 | 0.96 | 0.29 | 0.37 | 0.48 | 1.66 | |
1930 | 30 | 0.96 | 0.29 | 1.00 | 1.29 | 2.00 | |
1929 | 31 | 0.96 | 0.29 | 1.00 | 1.29 | 2.00 | |
1928 | 32 | 0.95 | 0.29 | 1.00 | 1.29 | 2.00 | |
1927 | 33 | 0.95 | 0.29 | 1.00 | 1.29 | 2.00 | |
1926 | 34 | 0.94 | 0.29 | 1.00 | 1.29 | 2.00 | |
1925 | 35 | 0.94 | 0.29 | 1.00 | 1.29 | 2.00 | |
1924 | 36 | 0.93 | 0.29 | 0.38 | 0.49 | 1.67 | |
1923 | 37 | 0.93 | 0.29 | 0.37 | 0.47 | 1.63 | |
1922 | 38 | 0.92 | 0.29 | 0.36 | 0.46 | 1.59 | |
1921 | 39 | 0.91 | 0.29 | 0.35 | 0.45 | 1.55 | |
1920 | 40 | 0.91 | 0.29 | 0.34 | 0.44 | 1.52 | |
1919 | 41 | 0.90 | 0.29 | 0.33 | 0.43 | 1.49 | |
1918 | 42 | 0.89 | 0.29 | 0.33 | 0.42 | 1.47 | |
1917 | 43 | 0.89 | 0.29 | 0.32 | 0.41 | 1.44 | |
1916 | 44 | 0.88 | 0.29 | 0.31 | 0.40 | 1.42 | |
1915 | 45 | 0.87 | 0.28 | 0.31 | 0.40 | 1.40 | |
1914 | 46 | 0.86 | 0.28 | 0.30 | 0.39 | 1.38 | |
1913 | 47 | 0.86 | 0.28 | 0.30 | 0.38 | 1.36 | |
1912 | 48 | 0.85 | 0.28 | 0.29 | 0.38 | 1.34 | |
1911 | 49 | 0.84 | 0.28 | 0.29 | 0.37 | 1.33 | |
1910 | 50 | 0.84 | 0.28 | 1.00 | 1.29 | 2.00 | |
1909 | 51 | 0.83 | 0.27 | 1.00 | 1.29 | 2.00 | |
1908 | 52 | 0.82 | 0.27 | 1.00 | 1.29 | 2.00 | |
1907 | 53 | 0.81 | 0.27 | 1.00 | 1.29 | 2.00 | |
1906 | 54 | 0.81 | 0.27 | 1.00 | 1.29 | 2.00 | |
1905 | 55 | 0.80 | 0.27 | 1.00 | 1.29 | 2.00 | |
1904 | 56 | 0.80 | 0.27 | 1.00 | 1.29 | 2.00 | |
1903 | 57 | 0.79 | 0.27 | 1.00 | 1.29 | 2.00 | |
1902 | 58 | 0.78 | 0.26 | 1.00 | 1.29 | 2.00 | |
1901 | 59 | 0.78 | 0.26 | 1.00 | 1.29 | 2.00 | |
1900 | 60 | 0.77 | 0.26 | 1.00 | 1.29 | 2.00 | |
1899 | 61 | 0.77 | 0.26 | 1.00 | 1.29 | 2.00 | |
1898 | 62 | 0.76 | 0.26 | 1.00 | 1.29 | 2.00 | |
1897 | 63 | 0.76 | 0.26 | 1.00 | 1.29 | 2.00 | |
1896 | 64 | 0.76 | 0.26 | 1.00 | 1.29 | 2.00 | |
1895 | 65 | 0.75 | 0.26 | 0.75 | 0.96 | 2.00 | |
1894 | 66 | 0.75 | 0.26 | 0.73 | 0.94 | 2.00 | |
1893 | 67 | 0.75 | 0.26 | 0.71 | 0.92 | 2.00 | |
1892 | 68 | 0.74 | 0.26 | 0.70 | 0.90 | 2.00 | |
1891 | 69 | 0.74 | 0.26 | 0.68 | 0.89 | 2.00 | |
1890 | 70 | 0.74 | 0.26 | 0.67 | 0.87 | 2.00 | |
1889 | 71 | 0.74 | 0.26 | 0.66 | 0.85 | 2.00 | |
1888 | 72 | 0.74 | 0.26 | 0.64 | 0.83 | 2.00 | |
1887 | 73 | 0.73 | 0.26 | 0.63 | 0.82 | 2.00 | |
1886 | 74 | 0.73 | 0.26 | 0.62 | 0.80 | 2.00 | |
1885 | 75 | 0.73 | 0.25 | 0.61 | 0.79 | 2.00 | |
1884 | 76 | 0.73 | 0.25 | 0.60 | 0.77 | 2.00 | |
1883 | 77 | 0.73 | 0.25 | 0.59 | 0.76 | 2.00 | |
1882 | 78 | 0.73 | 0.25 | 0.58 | 0.75 | 2.00 | |
1881 | 79 | 0.73 | 0.25 | 0.57 | 0.74 | 2.00 | |
1880 | 80 | 0.73 | 0.25 | 0.56 | 0.72 | 2.00 | |
1879 | 81 | 0.72 | 0.25 | 0.55 | 0.71 | 2.00 | |
1878 | 82 | 0.72 | 0.26 | 0.54 | 0.70 | 2.00 | |
1877 | 83 | 0.72 | 0.26 | 0.53 | 0.69 | 2.00 | |
1876 | 84 | 0.72 | 0.26 | 0.52 | 0.68 | 2.00 | |
1875 | 85 | 0.72 | 0.26 | 0.52 | 0.67 | 2.00 | |
1874 | 86 | 0.72 | 0.26 | 0.51 | 0.66 | 2.00 | |
1873 | 87 | 0.72 | 0.26 | 0.50 | 0.65 | 2.00 | |
1872 | 88 | 0.72 | 0.26 | 0.49 | 0.64 | 2.00 | |
1871 | 89 | 0.72 | 0.26 | 0.49 | 0.63 | 2.00 | |
1870 | 90 | 0.72 | 0.26 | 0.48 | 0.62 | 2.00 | |
1869 | 91 | 0.72 | 0.26 | 0.47 | 0.61 | 2.00 | |
1868 | 92 | 0.72 | 0.26 | 0.47 | 0.61 | 2.00 | |
1867 | 93 | 0.72 | 0.26 | 0.46 | 0.60 | 2.00 | |
1866 | 94 | 0.72 | 0.26 | 0.46 | 0.59 | 2.00 | |
1865 | 95 | 0.72 | 0.26 | 0.45 | 0.58 | 2.00 | |
1864 | 96 | 0.72 | 0.26 | 0.28 | 0.37 | 1.43 | |
1863 | 97 | 0.72 | 0.26 | 0.28 | 0.36 | 1.41 | |
1862 | 98 | 0.72 | 0.26 | 0.28 | 0.36 | 1.40 | |
1861 | 99 | 0.72 | 0.26 | 0.28 | 0.36 | 1.38 | |
1860 | 100 | 0.72 | 0.26 | 0.27 | 0.35 | 1.37 | |
1859 | 101 | 0.72 | 0.26 | 0.27 | 0.35 | 1.36 | |
1858 | 102 | 0.72 | 0.26 | 0.27 | 0.35 | 1.34 | |
1857 | 103 | 0.72 | 0.26 | 0.27 | 0.34 | 1.33 | |
1856 | 104 | 0.72 | 0.26 | 0.26 | 0.34 | 1.32 | |
1855 | 105 | 0.72 | 0.26 | 0.26 | 0.34 | 1.31 | |
1854 | 106 | 0.72 | 0.26 | 0.26 | 0.34 | 1.29 | |
1853 | 107 | 0.72 | 0.26 | 0.26 | 0.33 | 1.28 | |
1852 | 108 | 0.72 | 0.26 | 0.26 | 0.33 | 1.27 | |
1851 | 109 | 0.72 | 0.26 | 0.25 | 0.33 | 1.26 | |
1850 | 110 | 0.72 | 0.26 | 0.25 | 0.33 | 1.25 | |
1849 | 111 | 0.72 | 0.26 | 0.25 | 0.32 | 1.24 | |
1848 | 112 | 0.72 | 0.26 | 0.25 | 0.32 | 1.23 | |
1847 | 113 | 0.72 | 0.26 | 0.25 | 0.32 | 1.22 | |
1846 | 114 | 0.72 | 0.26 | 0.24 | 0.32 | 1.21 | |
1845 | 115 | 0.72 | 0.26 | 0.24 | 0.31 | 1.20 | |
1844 | 116 | 0.72 | 0.26 | 0.24 | 0.31 | 1.19 | |
1843 | 117 | 0.72 | 0.26 | 0.24 | 0.31 | 1.18 | |
1842 | 118 | 0.72 | 0.26 | 0.24 | 0.31 | 1.17 | |
1841 | 119 | 0.72 | 0.26 | 0.24 | 0.30 | 1.16 | |
1840 | 120 | 0.72 | 0.26 | 0.23 | 0.30 | 1.15 | |
1839 | 121 | 0.72 | 0.26 | 0.23 | 0.30 | 1.14 | |
1838 | 122 | 0.72 | 0.26 | 0.23 | 0.30 | 1.14 | |
1837 | 123 | 0.72 | 0.26 | 0.23 | 0.30 | 1.13 | |
1836 | 124 | 0.72 | 0.26 | 0.18 | 0.23 | 0.87 | |
1835 | 125 | 0.72 | 0.26 | 0.18 | 0.23 | 0.86 | |
1834 | 126 | 0.72 | 0.26 | 0.17 | 0.23 | 0.86 | |
1833 | 127 | 0.72 | 0.26 | 0.17 | 0.22 | 0.85 | |
1832 | 128 | 0.72 | 0.26 | 0.17 | 0.22 | 0.85 | |
1831 | 129 | 0.72 | 0.26 | 0.17 | 0.22 | 0.84 | |
1830 | 130 | 0.72 | 0.26 | 0.17 | 0.22 | 0.84 | |
1829 | 131 | 0.72 | 0.26 | 0.17 | 0.22 | 0.83 | |
1828 | 132 | 0.72 | 0.26 | 0.17 | 0.22 | 0.83 | |
1827 | 133 | 0.72 | 0.27 | 0.17 | 0.22 | 0.83 | |
1826 | 134 | 0.72 | 0.27 | 0.17 | 0.22 | 0.82 | |
1825 | 135 | 0.72 | 0.27 | 0.17 | 0.22 | 0.82 | |
1824 | 136 | 0.72 | 0.27 | 1.00 | 1.29 | 2.00 | |
1823 | 137 | 0.72 | 0.27 | 1.00 | 1.29 | 2.00 | |
1822 | 138 | 0.72 | 0.27 | 1.00 | 1.29 | 2.00 | |
1821 | 139 | 0.72 | 0.27 | 1.00 | 1.29 | 2.00 | |
1820 | 140 | 0.72 | 0.27 | 1.00 | 1.29 | 2.00 | |
1819 | 141 | 0.72 | 0.27 | 1.00 | 1.29 | 2.00 | |
1818 | 142 | 0.72 | 0.27 | 1.00 | 1.29 | 2.00 | |
1817 | 143 | 0.72 | 0.27 | 1.00 | 1.29 | 2.00 | |
1816 | 144 | 0.72 | 0.26 | 1.00 | 1.29 | 2.00 | |
1815 | 145 | 0.72 | 0.26 | 0.99 | 1.28 | 2.00 | |
1814 | 146 | 0.72 | 0.26 | 0.98 | 1.26 | 2.00 | |
1813 | 147 | 0.72 | 0.26 | 0.96 | 1.25 | 2.00 | |
1812 | 148 | 0.72 | 0.26 | 0.95 | 1.23 | 2.00 | |
1811 | 149 | 0.72 | 0.26 | 0.93 | 1.21 | 2.00 | |
1810 | 150 | 0.72 | 0.26 | 0.92 | 1.19 | 2.00 |
Table I6. Results from calculations to find soil settlement (Boulanger and Idriss, 2008).
Elev | z | Dr | Fα | γlim | γmax | εv | δ | Σδ | Comments: For Event #1 – amax=0.3, Mw=6.2, z=Depth [ft], FSα =Factor of Safety, γlim =Limiting shear strain, γmax =Maximum shear strain, εv =Volumetric strain, δ = ∆s = Incremental soil settlement [in], Σδ = s1D = Cumulative soil settlement from bottom of soil profile to top of soil profile [in]. Applicable for gravel and sand (merged FS based on Rollins et al. 2022 for gravel or Kayen et al. 2013 for sand and silt). See definition of variables on previous page. Applicable for gravel and sand (merged FS based on Rollins et al. 2022 for gravel or Kayen et al. 2013 for sand and silt). See definition of variables on previous page. Applicable for gravel and sand (merged FS based on Rollins et al. 2022 for gravel or Kayen et al. 2013 for sand and silt). |
1960 | 0 | ||||||||
1959 | 1 | 67 | 0.488 | 15 | 0.000 | 0.00 | 0.00 | 2.85 | |
1958 | 2 | 67 | 0.488 | 15 | 0.000 | 0.00 | 0.00 | 2.85 | |
1957 | 3 | 67 | 0.488 | 15 | 0.000 | 0.00 | 0.00 | 2.85 | |
1956 | 4 | 67 | 0.488 | 15 | 0.000 | 0.00 | 0.00 | 2.85 | |
1955 | 5 | 67 | 0.488 | 15 | 0.000 | 0.00 | 0.00 | 2.85 | |
1954 | 6 | 67 | 0.488 | 15 | 0.000 | 0.00 | 0.00 | 2.85 | |
1953 | 7 | 67 | 0.488 | 15 | 0.000 | 0.00 | 0.00 | 2.85 | |
1952 | 8 | 67 | 0.488 | 15 | 0.000 | 0.00 | 0.00 | 2.85 | |
1951 | 9 | 67 | 0.488 | 15 | 0.000 | 0.00 | 0.00 | 2.85 | |
1950 | 10 | 99 | -1.196 | 0 | 0.000 | 0.00 | 0.00 | 2.85 | |
1949 | 11 | 99 | -1.196 | 0 | 0.000 | 0.00 | 0.00 | 2.85 | |
1948 | 12 | 99 | -1.196 | 0 | 0.000 | 0.00 | 0.00 | 2.85 | |
1947 | 13 | 99 | -1.196 | 0 | 0.000 | 0.00 | 0.00 | 2.85 | |
1946 | 14 | 99 | -1.196 | 0 | 0.000 | 0.00 | 0.00 | 2.85 | |
1945 | 15 | 99 | -1.196 | 0 | 0.000 | 0.00 | 0.00 | 2.85 | |
1944 | 16 | 99 | -1.196 | 0 | 0.000 | 0.00 | 0.00 | 2.85 | |
1943 | 17 | 99 | -1.196 | 0 | 0.000 | 0.00 | 0.00 | 2.85 | |
1942 | 18 | 99 | -1.196 | 0 | 0.000 | 0.00 | 0.00 | 2.85 | |
1941 | 19 | 99 | -1.196 | 0 | 0.000 | 0.00 | 0.00 | 2.85 | |
1940 | 20 | 99 | -1.196 | 0 | 0.000 | 0.00 | 0.00 | 2.85 | |
1939 | 21 | 46 | 0.924 | 49 | 0.000 | 0.00 | 0.00 | 2.85 | |
1938 | 22 | 46 | 0.924 | 49 | 0.000 | 0.00 | 0.00 | 2.85 | |
1937 | 23 | 46 | 0.924 | 49 | 0.000 | 0.00 | 0.00 | 2.85 | |
1936 | 24 | 46 | 0.924 | 49 | 0.000 | 0.00 | 0.00 | 2.85 | |
1935 | 25 | 46 | 0.924 | 49 | 0.017 | 0.01 | 0.00 | 2.85 | |
1934 | 26 | 46 | 0.924 | 49 | 0.041 | 0.02 | 0.00 | 2.85 | |
1933 | 27 | 46 | 0.924 | 49 | 0.067 | 0.03 | 0.00 | 2.85 | |
1932 | 28 | 46 | 0.924 | 49 | 0.094 | 0.04 | 0.01 | 2.84 | |
1931 | 29 | 46 | 0.924 | 49 | 0.124 | 0.06 | 0.01 | 2.84 | |
1930 | 30 | 94 | -0.852 | 1 | 0.000 | 0.00 | 0.00 | 2.83 | |
1929 | 31 | 94 | -0.852 | 1 | 0.000 | 0.00 | 0.00 | 2.83 | |
1928 | 32 | 94 | -0.852 | 1 | 0.000 | 0.00 | 0.00 | 2.83 | |
1927 | 33 | 94 | -0.852 | 1 | 0.000 | 0.00 | 0.00 | 2.83 | |
1926 | 34 | 94 | -0.852 | 1 | 0.000 | 0.00 | 0.00 | 2.83 | |
1925 | 35 | 94 | -0.852 | 1 | 0.000 | 0.00 | 0.00 | 2.83 | |
1924 | 36 | 42 | 0.948 | 58 | 0.085 | 0.04 | 0.01 | 2.83 | |
1923 | 37 | 42 | 0.948 | 58 | 0.101 | 0.05 | 0.01 | 2.82 | |
1922 | 38 | 42 | 0.948 | 58 | 0.118 | 0.06 | 0.01 | 2.82 | |
1921 | 39 | 42 | 0.948 | 58 | 0.135 | 0.07 | 0.01 | 2.81 | |
1920 | 40 | 42 | 0.948 | 58 | 0.153 | 0.08 | 0.01 | 2.80 | |
1919 | 41 | 42 | 0.948 | 58 | 0.171 | 0.09 | 0.01 | 2.79 | |
1918 | 42 | 42 | 0.948 | 58 | 0.189 | 0.10 | 0.01 | 2.78 | |
1917 | 43 | 42 | 0.948 | 58 | 0.208 | 0.11 | 0.01 | 2.77 | |
1916 | 44 | 42 | 0.948 | 58 | 0.227 | 0.12 | 0.01 | 2.76 | |
1915 | 45 | 42 | 0.948 | 58 | 0.246 | 0.13 | 0.02 | 2.74 | |
1914 | 46 | 42 | 0.948 | 58 | 0.265 | 0.14 | 0.02 | 2.73 | |
1913 | 47 | 42 | 0.948 | 58 | 0.284 | 0.15 | 0.02 | 2.71 | |
1912 | 48 | 42 | 0.948 | 58 | 0.304 | 0.16 | 0.02 | 2.69 | |
1911 | 49 | 42 | 0.948 | 58 | 0.323 | 0.17 | 0.02 | 2.67 | |
1910 | 50 | 84 | -0.254 | 3 | 0.000 | 0.00 | 0.00 | 2.65 | |
1909 | 51 | 84 | -0.254 | 3 | 0.000 | 0.00 | 0.00 | 2.65 | |
1908 | 52 | 84 | -0.254 | 3 | 0.000 | 0.00 | 0.00 | 2.65 | |
1907 | 53 | 84 | -0.254 | 3 | 0.000 | 0.00 | 0.00 | 2.65 | |
1906 | 54 | 84 | -0.254 | 3 | 0.000 | 0.00 | 0.00 | 2.65 | |
1905 | 55 | 84 | -0.254 | 3 | 0.000 | 0.00 | 0.00 | 2.65 | |
1904 | 56 | 84 | -0.254 | 3 | 0.000 | 0.00 | 0.00 | 2.65 | |
1903 | 57 | 84 | -0.254 | 3 | 0.000 | 0.00 | 0.00 | 2.65 | |
1902 | 58 | 84 | -0.254 | 3 | 0.000 | 0.00 | 0.00 | 2.65 | |
1901 | 59 | 84 | -0.254 | 3 | 0.000 | 0.00 | 0.00 | 2.65 | |
1900 | 60 | 84 | -0.254 | 3 | 0.000 | 0.00 | 0.00 | 2.65 | |
1899 | 61 | 84 | -0.254 | 3 | 0.000 | 0.00 | 0.00 | 2.65 | |
1898 | 62 | 84 | -0.254 | 3 | 0.000 | 0.00 | 0.00 | 2.65 | |
1897 | 63 | 84 | -0.254 | 3 | 0.000 | 0.00 | 0.00 | 2.65 | |
1896 | 64 | 84 | -0.254 | 3 | 0.000 | 0.00 | 0.00 | 2.65 | |
1895 | 65 | 68 | 0.454 | 14 | 0.000 | 0.00 | 0.00 | 2.65 | |
1894 | 66 | 68 | 0.454 | 14 | 0.000 | 0.00 | 0.00 | 2.65 | |
1893 | 67 | 68 | 0.454 | 14 | 0.000 | 0.00 | 0.00 | 2.65 | |
1892 | 68 | 68 | 0.454 | 14 | 0.000 | 0.00 | 0.00 | 2.65 | |
1891 | 69 | 68 | 0.454 | 14 | 0.002 | 0.00 | 0.00 | 2.65 | |
1890 | 70 | 68 | 0.454 | 14 | 0.008 | 0.00 | 0.00 | 2.65 | |
1889 | 71 | 68 | 0.454 | 14 | 0.015 | 0.00 | 0.00 | 2.65 | |
1888 | 72 | 68 | 0.454 | 14 | 0.021 | 0.01 | 0.00 | 2.65 | |
1887 | 73 | 68 | 0.454 | 14 | 0.027 | 0.01 | 0.00 | 2.65 | |
1886 | 74 | 68 | 0.454 | 14 | 0.033 | 0.01 | 0.00 | 2.65 | |
1885 | 75 | 68 | 0.454 | 14 | 0.038 | 0.01 | 0.00 | 2.65 | |
1884 | 76 | 68 | 0.454 | 14 | 0.044 | 0.01 | 0.00 | 2.65 | |
1883 | 77 | 68 | 0.454 | 14 | 0.049 | 0.01 | 0.00 | 2.65 | |
1882 | 78 | 68 | 0.454 | 14 | 0.054 | 0.01 | 0.00 | 2.64 | |
1881 | 79 | 68 | 0.454 | 14 | 0.059 | 0.02 | 0.00 | 2.64 | |
1880 | 80 | 68 | 0.454 | 14 | 0.064 | 0.02 | 0.00 | 2.64 | |
1879 | 81 | 68 | 0.454 | 14 | 0.068 | 0.02 | 0.00 | 2.64 | |
1878 | 82 | 68 | 0.454 | 14 | 0.073 | 0.02 | 0.00 | 2.64 | |
1877 | 83 | 68 | 0.454 | 14 | 0.078 | 0.02 | 0.00 | 2.63 | |
1876 | 84 | 68 | 0.454 | 14 | 0.083 | 0.02 | 0.00 | 2.63 | |
1875 | 85 | 68 | 0.454 | 14 | 0.088 | 0.02 | 0.00 | 2.63 | |
1874 | 86 | 68 | 0.454 | 14 | 0.093 | 0.03 | 0.00 | 2.63 | |
1873 | 87 | 68 | 0.454 | 14 | 0.098 | 0.03 | 0.00 | 2.62 | |
1872 | 88 | 68 | 0.454 | 14 | 0.103 | 0.03 | 0.00 | 2.62 | |
1871 | 89 | 68 | 0.454 | 14 | 0.108 | 0.03 | 0.00 | 2.62 | |
1870 | 90 | 68 | 0.454 | 14 | 0.113 | 0.03 | 0.00 | 2.61 | |
1869 | 91 | 68 | 0.454 | 14 | 0.119 | 0.03 | 0.00 | 2.61 | |
1868 | 92 | 68 | 0.454 | 14 | 0.125 | 0.03 | 0.00 | 2.61 | |
1867 | 93 | 68 | 0.454 | 14 | 0.131 | 0.04 | 0.00 | 2.60 | |
1866 | 94 | 68 | 0.454 | 14 | 0.137 | 0.04 | 0.00 | 2.60 | |
1865 | 95 | 68 | 0.454 | 14 | 0.143 | 0.04 | 0.00 | 2.59 | |
1864 | 96 | 48 | 0.906 | 44 | 0.242 | 0.11 | 0.01 | 2.59 | |
1863 | 97 | 48 | 0.906 | 44 | 0.244 | 0.11 | 0.01 | 2.57 | |
1862 | 98 | 48 | 0.906 | 44 | 0.245 | 0.11 | 0.01 | 2.56 | |
1861 | 99 | 48 | 0.906 | 44 | 0.247 | 0.11 | 0.01 | 2.55 | |
1860 | 100 | 48 | 0.906 | 44 | 0.250 | 0.11 | 0.01 | 2.53 | |
1859 | 101 | 48 | 0.906 | 44 | 0.252 | 0.11 | 0.01 | 2.52 | |
1858 | 102 | 48 | 0.906 | 44 | 0.255 | 0.12 | 0.01 | 2.51 | |
1857 | 103 | 48 | 0.906 | 44 | 0.258 | 0.12 | 0.01 | 2.49 | |
1856 | 104 | 48 | 0.906 | 44 | 0.261 | 0.12 | 0.01 | 2.48 | |
1855 | 105 | 48 | 0.906 | 44 | 0.264 | 0.12 | 0.01 | 2.47 | |
1854 | 106 | 48 | 0.906 | 44 | 0.268 | 0.12 | 0.01 | 2.45 | |
1853 | 107 | 48 | 0.906 | 44 | 0.272 | 0.12 | 0.01 | 2.44 | |
1852 | 108 | 48 | 0.906 | 44 | 0.276 | 0.12 | 0.01 | 2.42 | |
1851 | 109 | 48 | 0.906 | 44 | 0.280 | 0.13 | 0.02 | 2.41 | |
1850 | 110 | 48 | 0.906 | 44 | 0.285 | 0.13 | 0.02 | 2.39 | |
1849 | 111 | 48 | 0.906 | 44 | 0.291 | 0.13 | 0.02 | 2.38 | |
1848 | 112 | 48 | 0.906 | 44 | 0.296 | 0.13 | 0.02 | 2.36 | |
1847 | 113 | 48 | 0.906 | 44 | 0.302 | 0.14 | 0.02 | 2.34 | |
1846 | 114 | 48 | 0.906 | 44 | 0.308 | 0.14 | 0.02 | 2.33 | |
1845 | 115 | 48 | 0.906 | 44 | 0.315 | 0.14 | 0.02 | 2.31 | |
1844 | 116 | 48 | 0.906 | 44 | 0.322 | 0.15 | 0.02 | 2.29 | |
1843 | 117 | 48 | 0.906 | 44 | 0.330 | 0.15 | 0.02 | 2.28 | |
1842 | 118 | 48 | 0.906 | 44 | 0.338 | 0.15 | 0.02 | 2.26 | |
1841 | 119 | 48 | 0.906 | 44 | 0.346 | 0.16 | 0.02 | 2.24 | |
1840 | 120 | 48 | 0.906 | 44 | 0.356 | 0.16 | 0.02 | 2.22 | |
1839 | 121 | 48 | 0.906 | 44 | 0.365 | 0.17 | 0.02 | 2.20 | |
1838 | 122 | 48 | 0.906 | 44 | 0.376 | 0.170 | 0.020 | 2.18 | |
1837 | 123 | 48 | 0.906 | 44 | 0.386 | 0.17 | 0.02 | 2.16 | |
1836 | 124 | 37 | -0.952 | 72 | 2.325 | 1.38 | 0.17 | 2.14 | |
1835 | 125 | 37 | -0.952 | 72 | 2.354 | 1.40 | 0.17 | 1.98 | |
1834 | 126 | 37 | -0.952 | 72 | 2.383 | 1.42 | 0.17 | 1.81 | |
1833 | 127 | 37 | -0.952 | 72 | 2.413 | 1.44 | 0.17 | 1.64 | |
1832 | 128 | 37 | -0.952 | 72 | 2.445 | 1.45 | 0.17 | 1.47 | |
1831 | 129 | 37 | -0.952 | 72 | 2.477 | 1.47 | 0.18 | 1.29 | |
1830 | 130 | 37 | -0.952 | 72 | 2.511 | 1.49 | 0.18 | 1.11 | |
1829 | 131 | 37 | -0.952 | 72 | 2.545 | 1.51 | 0.18 | 0.93 | |
1828 | 132 | 37 | -0.952 | 72 | 2.581 | 1.54 | 0.18 | 0.75 | |
1827 | 133 | 37 | -0.952 | 72 | 2.618 | 1.56 | 0.19 | 0.57 | |
1826 | 134 | 37 | -0.952 | 72 | 2.655 | 1.58 | 0.19 | 0.38 | |
1825 | 135 | 37 | -0.952 | 72 | 2.694 | 1.60 | 0.19 | 0.19 | |
1824 | 136 | 86 | -0.364 | 3 | 0.000 | 0.00 | 0.00 | 0.00 | |
1823 | 137 | 86 | -0.364 | 3 | 0.000 | 0.00 | 0.00 | 0.00 | |
1822 | 138 | 86 | -0.364 | 3 | 0.000 | 0.00 | 0.00 | 0.00 | |
1821 | 139 | 86 | -0.364 | 3 | 0.000 | 0.00 | 0.00 | 0.00 | |
1820 | 140 | 86 | -0.364 | 3 | 0.000 | 0.00 | 0.00 | 0.00 | |
1819 | 141 | 86 | -0.364 | 3 | 0.000 | 0.00 | 0.00 | 0.00 | |
1818 | 142 | 86 | -0.364 | 3 | 0.000 | 0.00 | 0.00 | 0.00 | |
1817 | 143 | 86 | -0.364 | 3 | 0.000 | 0.00 | 0.00 | 0.00 | |
1816 | 144 | 86 | -0.364 | 3 | 0.000 | 0.00 | 0.00 | 0.00 | |
1815 | 145 | 86 | -0.364 | 3 | 0.000 | 0.00 | 0.00 | 0.00 | |
1814 | 146 | 86 | -0.364 | 3 | 0.000 | 0.00 | 0.00 | 0.00 | |
1813 | 147 | 86 | -0.364 | 3 | 0.000 | 0.00 | 0.00 | 0.00 | |
1812 | 148 | 86 | -0.364 | 3 | 0.000 | 0.00 | 0.00 | 0.00 | |
1811 | 149 | 86 | -0.364 | 3 | 0.000 | 0.00 | 0.00 | 0.00 | |
1810 | 150 | 86 | -0.364 | 3 | 0.000 | 0.00 | 0.00 | 0.00 |
Table I8. PileAXL output for the Tok River Bridge Abutment 1 piles (converted to imperial units).
Depth | ULS fs | ULS Qs | ULS Qb | ∆Q | Q | R | min(Q,R) | δpile | Comments: ULS fs = Ultimate unit side shear (PileAXL output), ULS Qs = Ultimate total side resistance (PileAXL output), ULS Qb = Ultimate bearing resistance (PileAXL output), ∆Q =incremental side resistance (Excel calculation), Q = cumulative load in the pile (Excel calculation), R= resistance from soil surrounding pile; resistance values are calculated at the top of each sublayer (Excel calculation), min(Q,R) = minimum of Q and R for each depth (Excel calculation). See definition of variables on previous page. |
[ft] | [tsf] | [tons] | [tons] | [tons] | [tons] | [tons] | [tons] | [in] | |
0.00 | 0.0000 | 0.0000 | 0.0000 | 0.0000 | 149.5000 | 411.6266 | 149.5000 | 1.540 | |
2.00 | 0.0357 | 0.1684 | 10.6007 | 0.1684 | 149.6684 | 411.6266 | 149.6684 | 1.531 | |
4.00 | 0.0715 | 0.6736 | 21.2014 | 0.5052 | 150.1736 | 411.4583 | 150.1736 | 1.523 | |
6.00 | 0.0835 | 1.4040 | 31.8022 | 0.7304 | 150.9040 | 410.9531 | 150.9040 | 1.514 | |
8.00 | 0.0835 | 2.1912 | 42.4029 | 0.7872 | 151.6912 | 410.2227 | 151.6912 | 1.505 | |
10.00 | 0.0835 | 2.9784 | 53.0036 | 0.7872 | 152.4784 | 409.4355 | 152.4784 | 1.496 | |
12.00 | 0.1253 | 3.9624 | 58.8319 | 0.9840 | 153.4624 | 408.6482 | 153.4624 | 1.487 | |
14.00 | 0.1253 | 5.1433 | 64.6412 | 1.1808 | 154.6433 | 407.6642 | 154.6433 | 1.478 | |
16.00 | 0.1253 | 6.3241 | 70.4505 | 1.1808 | 155.8241 | 406.4834 | 155.8241 | 1.469 | |
18.00 | 0.1253 | 7.5049 | 76.2598 | 1.1808 | 157.0049 | 405.3025 | 157.0049 | 1.460 | |
20.00 | 0.1253 | 8.6858 | 82.0691 | 1.1808 | 158.1858 | 404.1217 | 158.1858 | 1.451 | |
22.00 | 0.1671 | 10.0634 | 69.8799 | 1.3776 | 159.5634 | 402.9409 | 159.5634 | 1.441 | |
24.00 | 0.1671 | 11.6379 | 73.6816 | 1.5744 | 161.1379 | 401.5632 | 161.1379 | 1.432 | |
26.00 | 0.1671 | 13.2123 | 77.4832 | 1.5744 | 162.7123 | 399.9888 | 162.7123 | 1.423 | |
28.00 | 0.1671 | 14.7867 | 81.2849 | 1.5745 | 164.2867 | 398.4143 | 164.2867 | 1.413 | |
30.00 | 0.1880 | 16.4596 | 106.3620 | 1.6728 | 165.9596 | 396.8399 | 165.9596 | 1.403 | |
32.00 | 0.1880 | 18.2308 | 111.9858 | 1.7713 | 167.7308 | 395.1671 | 167.7308 | 1.394 | |
34.00 | 0.1880 | 20.0021 | 117.6095 | 1.7713 | 169.5021 | 393.3958 | 169.5021 | 1.384 | |
36.00 | 0.1880 | 21.7733 | 123.2332 | 1.7712 | 171.2733 | 391.6245 | 171.2733 | 1.374 | |
37.99 | 0.2506 | 23.8398 | 103.0855 | 2.0665 | 173.3398 | 389.8533 | 173.3398 | 1.364 | |
39.99 | 0.2506 | 26.2015 | 107.5845 | 2.3617 | 175.7015 | 387.7868 | 175.7015 | 1.353 | |
41.99 | 0.2506 | 28.5631 | 112.0835 | 2.3617 | 178.0631 | 385.4252 | 178.0631 | 1.343 | |
43.99 | 0.2506 | 30.9248 | 116.5825 | 2.3617 | 180.4248 | 383.0635 | 180.4248 | 1.333 | |
45.99 | 0.2506 | 33.2865 | 121.0815 | 2.3617 | 182.7865 | 380.7018 | 182.7865 | 1.322 | |
47.99 | 0.2506 | 35.6481 | 125.5804 | 2.3617 | 185.1481 | 378.3402 | 185.1481 | 1.311 | |
49.99 | 0.3133 | 38.3050 | 162.5888 | 2.6569 | 187.8050 | 375.9785 | 187.8050 | 1.300 | |
51.99 | 0.3133 | 41.2571 | 168.0438 | 2.9521 | 190.7571 | 373.3216 | 190.7571 | 1.289 | |
53.99 | 0.3133 | 44.2092 | 173.4988 | 2.9521 | 193.7092 | 370.3695 | 193.7092 | 1.278 | |
55.99 | 0.3133 | 47.1613 | 178.9538 | 2.9521 | 196.6613 | 367.4174 | 196.6613 | 1.266 | |
57.99 | 0.3133 | 50.1134 | 184.4088 | 2.9521 | 199.6134 | 364.4654 | 199.6134 | 1.255 | |
59.99 | 0.3133 | 53.0654 | 189.8638 | 2.9521 | 202.5654 | 361.5133 | 202.5654 | 1.243 | |
61.99 | 0.3133 | 56.0175 | 195.3188 | 2.9521 | 205.5175 | 358.5612 | 205.5175 | 1.231 | |
63.99 | 0.3133 | 58.9696 | 200.7738 | 2.9521 | 208.4696 | 355.6091 | 208.4696 | 1.219 | |
65.99 | 0.4282 | 62.4629 | 206.0956 | 3.4933 | 211.9629 | 352.6570 | 211.9629 | 1.207 | |
67.99 | 0.4282 | 66.4974 | 211.2919 | 4.0345 | 215.9974 | 349.1637 | 215.9974 | 1.194 | |
69.99 | 0.4282 | 70.5319 | 216.4882 | 4.0345 | 220.0319 | 345.1292 | 220.0319 | 1.181 | |
71.99 | 0.4282 | 74.5665 | 221.4368 | 4.0345 | 224.0665 | 341.0947 | 224.0665 | 1.168 | |
73.99 | 0.4282 | 78.6010 | 221.4368 | 4.0345 | 228.1010 | 337.0602 | 228.1010 | 1.155 | |
75.99 | 0.4282 | 82.6355 | 221.4368 | 4.0345 | 232.1355 | 333.0257 | 232.1355 | 1.141 | |
77.99 | 0.4282 | 86.6700 | 221.4368 | 4.0345 | 236.1700 | 328.9911 | 236.1700 | 1.128 | |
79.99 | 0.4282 | 90.7045 | 221.4368 | 4.0345 | 240.2045 | 324.9566 | 240.2045 | 1.114 | |
81.99 | 0.4282 | 94.7390 | 221.4368 | 4.0345 | 244.2390 | 320.9221 | 244.2390 | 1.099 | |
83.99 | 0.4282 | 98.7736 | 221.4368 | 4.0345 | 248.2736 | 316.8876 | 248.2736 | 1.085 | |
85.99 | 0.4282 | 102.8081 | 221.4368 | 4.0345 | 252.3081 | 312.8531 | 252.3081 | 1.070 | |
87.99 | 0.4282 | 106.8426 | 221.4368 | 4.0345 | 256.3426 | 308.8186 | 256.3426 | 1.055 | |
89.99 | 0.4282 | 110.8771 | 221.4368 | 4.0345 | 260.3771 | 304.7840 | 260.3771 | 1.040 | |
91.99 | 0.4282 | 114.9116 | 221.4368 | 4.0345 | 264.4116 | 300.7495 | 264.4116 | 1.025 | |
93.99 | 0.4282 | 118.9461 | 221.4368 | 4.0345 | 268.4461 | 296.7150 | 268.4461 | 1.009 | |
95.99 | 0.4282 | 122.9807 | 221.4368 | 4.0345 | 272.4807 | 292.6805 | 272.4807 | 0.993 | |
97.99 | 0.5535 | 127.6056 | 221.4368 | 4.6249 | 277.1056 | 288.6460 | 277.1056 | 0.977 | |
99.99 | 0.5535 | 132.8209 | 221.4368 | 5.2153 | 282.3209 | 284.0210 | 282.3209 | 0.961 | |
101.99 | 0.5535 | 138.0363 | 221.4368 | 5.2153 | 287.5363 | 278.8057 | 278.8057 | 0.945 | |
103.99 | 0.5535 | 143.2516 | 221.4368 | 5.2153 | 292.7516 | 273.5903 | 273.5903 | 0.929 | |
105.99 | 0.5535 | 148.4670 | 221.4368 | 5.2153 | 297.9670 | 268.3750 | 268.3750 | 0.913 | |
107.99 | 0.5535 | 153.6823 | 221.4368 | 5.2153 | 303.1823 | 263.1596 | 263.1596 | 0.898 | |
109.98 | 0.5535 | 158.8977 | 221.4368 | 5.2154 | 308.3977 | 257.9443 | 257.9443 | 0.883 | |
111.98 | 0.5535 | 164.1130 | 221.4368 | 5.2153 | 313.6130 | 252.7289 | 252.7289 | 0.868 | |
113.98 | 0.5535 | 169.3284 | 221.4368 | 5.2153 | 318.8284 | 247.5136 | 247.5136 | 0.854 | |
115.98 | 0.5535 | 174.5437 | 221.4368 | 5.2153 | 324.0437 | 242.2982 | 242.2982 | 0.840 | |
117.98 | 0.5535 | 179.7591 | 221.4368 | 5.2153 | 329.2591 | 237.0829 | 237.0829 | 0.826 | |
119.98 | 0.5535 | 184.9744 | 221.4368 | 5.2153 | 334.4744 | 231.8675 | 231.8675 | 0.812 | |
121.98 | 0.5535 | 190.1898 | 221.4368 | 5.2153 | 339.6898 | 226.6522 | 226.6522 | 0.799 | |
123.98 | 0.5535 | 195.4051 | 221.4368 | 5.2153 | 344.9051 | 221.4368 | 221.4368 | 0.786 |
z | Min(Q,R) | δp | Comments: z=Depth [ft], Min(Q,R)=Load used to develop combination curve to identify the location of the neutral plane, δp =pile settlement. |
1 | 294.1 | 2.887 | |
3 | 294.0 | 2.878 | |
5 | 293.8 | 2.870 | |
7 | 293.7 | 2.861 | |
9 | 293.6 | 2.852 | |
11 | 293.6 | 2.843 | |
13 | 293.8 | 2.834 | |
15 | 294.1 | 2.825 | |
17 | 294.7 | 2.816 | |
19 | 295.5 | 2.808 | |
21 | 296.5 | 2.799 | |
23 | 297.7 | 2.790 | |
25 | 299.2 | 2.781 | |
27 | 300.9 | 2.772 | |
29 | 302.9 | 2.763 | |
31 | 305.0 | 2.753 | |
33 | 307.2 | 2.744 | |
35 | 309.6 | 2.735 | |
37 | 312.2 | 2.726 | |
39 | 315.0 | 2.716 | |
41 | 317.9 | 2.707 | |
43 | 320.7 | 2.697 | |
45 | 323.3 | 2.687 | |
47 | 325.5 | 2.678 | |
49 | 326.5 | 2.668 | |
51 | 326.5 | 2.658 | |
53 | 326.4 | 2.648 | |
55 | 327.0 | 2.638 | |
57 | 328.4 | 2.628 | |
59 | 330.5 | 2.618 | |
61 | 333.2 | 2.608 | |
63 | 336.7 | 2.598 | |
65 | 340.7 | 2.588 | |
67 | 345.3 | 2.578 | |
69 | 350.4 | 2.567 | |
71 | 355.9 | 2.557 | |
73 | 361.8 | 2.546 | |
75 | 368.1 | 2.535 | |
77 | 374.6 | 2.524 | |
79 | 381.3 | 2.512 | |
81 | 388.3 | 2.501 | |
83 | 395.5 | 2.489 | |
85 | 402.8 | 2.477 | |
87 | 410.3 | 2.465 | |
89 | 418.0 | 2.452 | |
91 | 425.7 | 2.440 | |
93 | 433.6 | 2.427 | |
95 | 441.6 | 2.414 | |
97 | 449.6 | 2.400 | |
99 | 457.6 | 2.386 | |
101 | 465.4 | 2.373 | |
103 | 473.0 | 2.358 | |
105 | 480.4 | 2.344 | |
107 | 487.4 | 2.329 | |
109 | 494.0 | 2.315 | |
111 | 500.1 | 2.300 | |
113 | 505.4 | 2.285 | |
115 | 509.8 | 2.269 | |
117 | 512.9 | 2.254 | |
119 | 514.1 | 2.238 | |
121 | 513.2 | 2.223 | |
123 | 509.9 | 2.208 | |
125 | 502.5 | 2.192 | |
127 | 491.9 | 2.177 | |
129 | 481.2 | 2.163 | |
131 | 470.4 | 2.148 | |
133 | 459.4 | 2.134 | |
135 | 448.4 | 2.121 |
Table J2. Parameters used to find soil settlement.
Layer Depth | z | σzo′ | α1,L | α1,L | IL | α1,R | α1,R | IR | Σ(I) | ∆σ | σ′zf | δinc | Σδ | ||
0 | - | 1 | 0.5 | 28.8 | 0.025 | 1.446 | 0.500 | 0.014 | 1.551 | 0.500 | 1.000 | 3479 | 3508 | 0.069 | 0.069 |
1 | - | 2 | 1.5 | 86.4 | 0.067 | 1.212 | 0.493 | 0.043 | 1.510 | 0.500 | 0.993 | 3455 | 3542 | 0.054 | 0.123 |
2 | - | 3 | 2.5 | 144 | 0.095 | 1.012 | 0.473 | 0.071 | 1.470 | 0.500 | 0.973 | 3387 | 3531 | 0.046 | 0.169 |
3 | - | 4 | 3.5 | 201.6 | 0.108 | 0.852 | 0.443 | 0.099 | 1.430 | 0.500 | 0.943 | 3282 | 3484 | 0.041 | 0.210 |
4 | - | 5 | 4.5 | 259.2 | 0.111 | 0.727 | 0.408 | 0.126 | 1.390 | 0.500 | 0.908 | 3161 | 3420 | 0.037 | 0.247 |
5 | - | 6 | 5.5 | 316.8 | 0.109 | 0.629 | 0.374 | 0.153 | 1.351 | 0.500 | 0.873 | 3039 | 3356 | 0.034 | 0.281 |
6 | - | 7 | 6.5 | 374.4 | 0.104 | 0.552 | 0.341 | 0.179 | 1.313 | 0.499 | 0.840 | 2925 | 3299 | 0.031 | 0.313 |
7 | - | 8 | 7.5 | 432 | 0.098 | 0.490 | 0.312 | 0.205 | 1.275 | 0.499 | 0.811 | 2822 | 3254 | 0.029 | 0.342 |
8 | - | 9 | 8.5 | 489.6 | 0.092 | 0.440 | 0.286 | 0.230 | 1.239 | 0.498 | 0.785 | 2731 | 3220 | 0.027 | 0.369 |
9 | - | 10 | 9.5 | 547.2 | 0.086 | 0.399 | 0.264 | 0.253 | 1.203 | 0.498 | 0.762 | 2650 | 3197 | 0.025 | 0.395 |
10 | - | 11 | 10.5 | 604.8 | 0.080 | 0.364 | 0.244 | 0.276 | 1.168 | 0.497 | 0.741 | 2579 | 3184 | 0.024 | 0.419 |
11 | - | 12 | 11.5 | 662.4 | 0.075 | 0.335 | 0.227 | 0.298 | 1.134 | 0.496 | 0.723 | 2516 | 3178 | 0.023 | 0.441 |
12 | - | 13 | 12.5 | 720 | 0.071 | 0.310 | 0.211 | 0.319 | 1.101 | 0.495 | 0.707 | 2459 | 3179 | 0.021 | 0.463 |
13 | - | 14 | 13.5 | 777.6 | 0.067 | 0.288 | 0.198 | 0.339 | 1.070 | 0.494 | 0.692 | 2409 | 3186 | 0.020 | 0.483 |
14 | - | 15 | 14.5 | 835.2 | 0.063 | 0.269 | 0.186 | 0.358 | 1.039 | 0.493 | 0.679 | 2363 | 3198 | 0.019 | 0.502 |
15 | - | 16 | 15.5 | 892.8 | 0.059 | 0.253 | 0.175 | 0.376 | 1.009 | 0.492 | 0.667 | 2321 | 3214 | 0.018 | 0.521 |
16 | - | 17 | 16.5 | 950.4 | 0.056 | 0.238 | 0.165 | 0.393 | 0.981 | 0.490 | 0.656 | 2282 | 3233 | 0.018 | 0.538 |
17 | - | 18 | 17.5 | 1008 | 0.054 | 0.225 | 0.157 | 0.409 | 0.953 | 0.489 | 0.646 | 2247 | 3255 | 0.017 | 0.555 |
18 | - | 19 | 18.5 | 1065.6 | 0.051 | 0.213 | 0.149 | 0.424 | 0.927 | 0.487 | 0.636 | 2214 | 3280 | 0.016 | 0.572 |
19 | - | 20 | 19.5 | 1123.2 | 0.049 | 0.202 | 0.142 | 0.438 | 0.902 | 0.485 | 0.627 | 2183 | 3306 | 0.016 | 0.587 |
20 | - | 21 | 20.5 | 1180.8 | 0.047 | 0.193 | 0.135 | 0.451 | 0.877 | 0.484 | 0.619 | 2154 | 3335 | 0.015 | 0.602 |
21 | - | 22 | 21.5 | 1238.4 | 0.045 | 0.184 | 0.129 | 0.463 | 0.854 | 0.482 | 0.611 | 2126 | 3365 | 0.014 | 0.617 |
22 | - | 23 | 22.5 | 1296 | 0.043 | 0.176 | 0.124 | 0.474 | 0.831 | 0.480 | 0.604 | 2100 | 3396 | 0.014 | 0.630 |
23 | - | 24 | 23.5 | 1353.6 | 0.041 | 0.169 | 0.119 | 0.484 | 0.809 | 0.477 | 0.596 | 2075 | 3429 | 0.013 | 0.644 |
24 | - | 25 | 24.5 | 1411.2 | 0.039 | 0.162 | 0.114 | 0.494 | 0.788 | 0.475 | 0.589 | 2051 | 3463 | 0.013 | 0.657 |
25 | - | 26 | 25.5 | 1468.8 | 0.038 | 0.156 | 0.110 | 0.503 | 0.768 | 0.473 | 0.583 | 2028 | 3497 | 0.013 | 0.669 |
26 | - | 27 | 26.5 | 1526.4 | 0.037 | 0.150 | 0.106 | 0.511 | 0.749 | 0.470 | 0.576 | 2006 | 3532 | 0.012 | 0.681 |
27 | - | 28 | 27.5 | 1594 | 0.035 | 0.144 | 0.102 | 0.519 | 0.731 | 0.468 | 0.570 | 1985 | 3579 | 0.012 | 0.693 |
28 | - | 29 | 28.5 | 1661.6 | 0.034 | 0.139 | 0.099 | 0.526 | 0.713 | 0.465 | 0.564 | 1964 | 3625 | 0.011 | 0.704 |
29 | - | 30 | 29.5 | 1729.2 | 0.033 | 0.135 | 0.096 | 0.532 | 0.696 | 0.463 | 0.558 | 1943 | 3673 | 0.011 | 0.715 |
30 | - | 31 | 30.5 | 1796.8 | 0.032 | 0.130 | 0.093 | 0.538 | 0.680 | 0.460 | 0.553 | 1924 | 3720 | 0.011 | 0.726 |
31 | - | 32 | 31.5 | 1864.4 | 0.031 | 0.126 | 0.090 | 0.543 | 0.664 | 0.458 | 0.547 | 1904 | 3769 | 0.010 | 0.736 |
32 | - | 33 | 32.5 | 1932 | 0.030 | 0.122 | 0.087 | 0.547 | 0.649 | 0.455 | 0.542 | 1885 | 3817 | 0.010 | 0.746 |
33 | - | 34 | 33.5 | 1999.6 | 0.029 | 0.119 | 0.084 | 0.551 | 0.634 | 0.452 | 0.537 | 1867 | 3867 | 0.010 | 0.755 |
34 | - | 35 | 34.5 | 2067.2 | 0.028 | 0.115 | 0.082 | 0.555 | 0.620 | 0.449 | 0.531 | 1849 | 3916 | 0.009 | 0.764 |
35 | - | 36 | 35.5 | 2134.8 | 0.028 | 0.112 | 0.080 | 0.558 | 0.607 | 0.446 | 0.526 | 1831 | 3966 | 0.009 | 0.773 |
36 | - | 37 | 36.5 | 2202.4 | 0.027 | 0.109 | 0.078 | 0.561 | 0.594 | 0.444 | 0.521 | 1814 | 4016 | 0.009 | 0.782 |
37 | - | 38 | 37.5 | 2270 | 0.026 | 0.106 | 0.076 | 0.563 | 0.582 | 0.441 | 0.516 | 1797 | 4067 | 0.008 | 0.790 |
38 | - | 39 | 38.5 | 2337.6 | 0.026 | 0.104 | 0.074 | 0.565 | 0.569 | 0.438 | 0.511 | 1780 | 4117 | 0.008 | 0.799 |
39 | - | 40 | 39.5 | 2405.2 | 0.025 | 0.101 | 0.072 | 0.567 | 0.558 | 0.435 | 0.507 | 1763 | 4169 | 0.008 | 0.807 |
40 | - | 41 | 40.5 | 2472.8 | 0.024 | 0.098 | 0.070 | 0.568 | 0.547 | 0.432 | 0.502 | 1747 | 4220 | 0.008 | 0.814 |
41 | - | 42 | 41.5 | 2540.4 | 0.024 | 0.096 | 0.068 | 0.569 | 0.536 | 0.429 | 0.497 | 1731 | 4271 | 0.007 | 0.822 |
42 | - | 43 | 42.5 | 2608 | 0.023 | 0.094 | 0.067 | 0.570 | 0.526 | 0.426 | 0.493 | 1715 | 4323 | 0.007 | 0.829 |
43 | - | 44 | 43.5 | 2675.6 | 0.023 | 0.092 | 0.065 | 0.571 | 0.516 | 0.423 | 0.488 | 1700 | 4375 | 0.007 | 0.836 |
44 | - | 45 | 44.5 | 2743.2 | 0.022 | 0.090 | 0.064 | 0.571 | 0.506 | 0.420 | 0.484 | 1684 | 4427 | 0.007 | 0.843 |
45 | - | 46 | 45.5 | 2810.8 | 0.022 | 0.088 | 0.063 | 0.571 | 0.496 | 0.417 | 0.480 | 1669 | 4480 | 0.007 | 0.850 |
46 | - | 47 | 46.5 | 2878.4 | 0.021 | 0.086 | 0.061 | 0.571 | 0.487 | 0.414 | 0.475 | 1654 | 4533 | 0.007 | 0.856 |
47 | - | 48 | 47.5 | 2946 | 0.021 | 0.084 | 0.060 | 0.570 | 0.479 | 0.411 | 0.471 | 1639 | 4585 | 0.006 | 0.863 |
48 | - | 49 | 48.5 | 3018.6 | 0.020 | 0.082 | 0.059 | 0.570 | 0.470 | 0.408 | 0.467 | 1625 | 4643 | 0.006 | 0.869 |
49 | - | 50 | 49.5 | 3091.2 | 0.020 | 0.081 | 0.058 | 0.569 | 0.462 | 0.405 | 0.463 | 1610 | 4702 | 0.006 | 0.875 |
50 | - | 51 | 50.5 | 3163.8 | 0.020 | 0.079 | 0.056 | 0.568 | 0.454 | 0.402 | 0.459 | 1596 | 4760 | 0.006 | 0.881 |
51 | - | 52 | 51.5 | 3236.4 | 0.019 | 0.078 | 0.055 | 0.567 | 0.446 | 0.399 | 0.455 | 1582 | 4819 | 0.006 | 0.887 |
z=layer midpoint depth [ft], σ′z=vertical effective stress [psf], α1 and α2=angles [radians] from Figure J3, I=influence factor, ∆σ=change in stress [psf], δinc=settlement of sublayer [ft], Σδ (from bottom to top) = soil settlement profile (Figure J2). L=left, R=right, o=initial, f=final. |
Table J3. PileAXL output for the MN 74551 bridge abutment piles.
Depth | ULS fs | ULS Qs | ULS Qb | ∆Q | Q | R | min(Q,R) | δpile | Comments: ULS fs = Ultimate unit side resistance (PileAXL output), ULS Qs = Ultimate total side resistance (PileAXL output), ULS Qb = Ultimate bearing resistance (PileAXL output), ∆Q = discretized side resistance (Excel calculation), Q = cumulative load in the pile (Excel calculation), R= resistance from soil surrounding pile; resistance values are calculated at the top of each sublayer (Excel calculation), min(Q,R) = minimum of Q and R for each depth (Excel calculation), δpile=Settlement of pile obtained by determining the pile head movement from the PileAXL load-settlement curve (Figure J13) and the elastic compression. |
[ft] | [tsf] | [tons] | [tons] | [tons] | [tons] | [tons] | [tons] | [in] | |
0.000 | 0.700 | 0.000 | 0.361 | 0.328 | 0.000 | 89.099 | 0.000 | 0.441 | |
1.000 | 1.067 | 0.328 | 0.361 | 0.434 | 0.328 | 88.770 | 0.328 | 0.441 | |
2.000 | 1.269 | 0.762 | 0.361 | 0.497 | 0.762 | 88.336 | 0.762 | 0.441 | |
3.000 | 1.404 | 1.259 | 0.361 | 0.541 | 1.259 | 87.840 | 1.259 | 0.441 | |
4.000 | 1.509 | 1.801 | 0.361 | 0.577 | 1.801 | 87.298 | 1.801 | 0.441 | |
5.000 | 1.596 | 2.378 | 0.361 | 0.607 | 2.378 | 86.721 | 2.378 | 0.441 | |
6.000 | 1.670 | 2.984 | 0.361 | 0.633 | 2.984 | 86.114 | 2.984 | 0.441 | |
7.000 | 1.736 | 3.617 | 0.361 | 0.656 | 3.617 | 85.481 | 3.617 | 0.441 | |
8.000 | 1.795 | 4.273 | 0.361 | 0.677 | 4.273 | 84.825 | 4.273 | 0.441 | |
9.000 | 1.848 | 4.950 | 0.361 | 0.696 | 4.950 | 84.149 | 4.950 | 0.441 | |
10.000 | 1.898 | 5.646 | 0.361 | 0.714 | 5.646 | 83.452 | 5.646 | 0.441 | |
11.000 | 1.943 | 6.360 | 0.361 | 0.730 | 6.360 | 82.739 | 6.360 | 0.441 | |
12.000 | 1.986 | 7.090 | 0.361 | 0.746 | 7.090 | 82.009 | 7.090 | 0.441 | |
13.000 | 2.026 | 7.836 | 0.361 | 0.764 | 7.836 | 81.263 | 7.836 | 0.441 | |
14.000 | 2.083 | 8.600 | 0.361 | 0.788 | 8.600 | 80.499 | 8.600 | 0.441 | |
15.000 | 2.157 | 9.387 | 0.361 | 0.815 | 9.387 | 79.711 | 9.387 | 0.441 | |
16.000 | 2.227 | 10.202 | 0.361 | 0.840 | 10.202 | 78.897 | 10.202 | 0.441 | |
17.000 | 2.296 | 11.042 | 0.361 | 0.866 | 11.042 | 78.056 | 11.042 | 0.441 | |
18.000 | 2.362 | 11.908 | 0.361 | 0.890 | 11.908 | 77.191 | 11.908 | 0.441 | |
19.000 | 2.427 | 12.798 | 0.361 | 0.914 | 12.798 | 76.301 | 12.798 | 0.441 | |
20.001 | 2.490 | 13.712 | 0.361 | 0.937 | 13.712 | 75.387 | 13.712 | 0.441 | |
21.001 | 2.552 | 14.649 | 0.361 | 0.959 | 14.649 | 74.450 | 14.649 | 0.441 | |
22.001 | 2.612 | 15.608 | 0.361 | 0.982 | 15.608 | 73.491 | 15.608 | 0.441 | |
23.001 | 2.671 | 16.590 | 0.361 | 1.003 | 16.590 | 72.509 | 16.590 | 0.440 | |
24.001 | 2.728 | 17.593 | 0.361 | 1.024 | 17.593 | 71.506 | 17.593 | 0.440 | |
25.001 | 2.784 | 18.617 | 0.361 | 1.045 | 18.617 | 70.482 | 18.617 | 0.440 | |
26.001 | 2.839 | 19.662 | 0.361 | 1.074 | 19.662 | 69.437 | 19.662 | 0.440 | |
27.001 | 2.941 | 20.736 | 0.371 | 1.120 | 20.736 | 68.363 | 20.736 | 0.440 | |
28.001 | 3.085 | 21.855 | 0.392 | 1.173 | 21.855 | 67.244 | 21.855 | 0.440 | |
29.001 | 3.229 | 23.028 | 0.412 | 1.227 | 23.028 | 66.070 | 23.028 | 0.440 | |
30.001 | 3.373 | 24.255 | 0.432 | 1.280 | 24.255 | 64.844 | 24.255 | 0.440 | |
31.001 | 3.516 | 25.535 | 0.452 | 1.333 | 25.535 | 63.564 | 25.535 | 0.439 | |
32.001 | 3.660 | 26.869 | 0.473 | 1.387 | 26.869 | 62.230 | 26.869 | 0.439 | |
33.001 | 3.804 | 28.255 | 0.493 | 1.440 | 28.255 | 60.843 | 28.255 | 0.439 | |
34.001 | 3.947 | 29.696 | 0.513 | 1.494 | 29.696 | 59.403 | 29.696 | 0.439 | |
35.001 | 4.091 | 31.189 | 0.533 | 1.547 | 31.189 | 57.910 | 31.189 | 0.439 | |
36.001 | 4.235 | 32.736 | 0.554 | 1.600 | 32.736 | 56.362 | 32.736 | 0.439 | |
37.001 | 4.378 | 34.337 | 0.574 | 1.654 | 34.337 | 54.762 | 34.337 | 0.438 | |
38.001 | 4.522 | 35.990 | 0.594 | 1.707 | 35.990 | 53.108 | 35.990 | 0.438 | |
39.001 | 4.665 | 37.698 | 0.614 | 1.760 | 37.698 | 51.401 | 37.698 | 0.438 | |
40.001 | 4.809 | 39.458 | 0.635 | 1.814 | 39.458 | 49.641 | 39.458 | 0.438 | |
41.001 | 4.952 | 41.272 | 0.655 | 1.867 | 41.272 | 47.827 | 41.272 | 0.438 | |
42.001 | 5.096 | 43.139 | 0.675 | 1.920 | 43.139 | 45.960 | 43.139 | 0.437 | |
43.001 | 5.239 | 45.059 | 0.695 | 1.974 | 45.059 | 44.040 | 44.040 | 0.437 | |
44.001 | 5.383 | 47.033 | 0.716 | 2.027 | 47.033 | 42.066 | 42.066 | 0.437 | |
45.001 | 5.526 | 49.060 | 0.736 | 2.080 | 49.060 | 40.039 | 40.039 | 0.437 | |
46.001 | 5.669 | 51.140 | 0.756 | 2.134 | 51.140 | 37.959 | 37.959 | 0.436 | |
47.001 | 5.813 | 53.273 | 0.776 | 2.338 | 53.273 | 35.825 | 35.825 | 0.436 | |
48.001 | 6.772 | 55.612 | 1.029 | 2.837 | 55.612 | 33.487 | 33.487 | 0.436 | |
49.001 | 8.494 | 58.448 | 1.525 | 3.539 | 58.448 | 30.651 | 30.651 | 0.436 | |
50.001 | 10.555 | 61.988 | 2.021 | 4.287 | 61.988 | 27.111 | 27.111 | 0.436 | |
51.001 | 12.516 | 66.274 | 2.518 | 10.174 | 66.274 | 22.824 | 22.824 | 0.435 | |
52.001 | 42.239 | 76.448 | 12.650 | 76.448 | 12.650 | 12.650 | 0.435 |