============================================================================== LPILE Plus for Windows, Version 4.0 (4.0.8) Analysis of Individual Piles and Drilled Shafts Subjected to Lateral Loading Using the p-y Method (c) Copyright ENSOFT, Inc., 1985-2003 All Rights Reserved ============================================================================== This program is licensed to: Passon Stiftungslehrstuhl Windenergie, Universität Stuttgart-Germany Path to file locations: F:\OC3\Soil\AfterPittsburgh\Documents\ Name of input data file: OC3-PostPittsburgh.lpd Name of output file: OC3-PostPittsburgh.lpo Name of plot output file: OC3-PostPittsburgh.lpp Name of runtime file: OC3-PostPittsburgh.lpr ------------------------------------------------------------------------------ Time and Date of Analysis ------------------------------------------------------------------------------ Date: July 7, 2006 Time: 17:12:50 ------------------------------------------------------------------------------ Problem Title ------------------------------------------------------------------------------ LPILE_FILE ------------------------------------------------------------------------------ Program Options ------------------------------------------------------------------------------ Units Used in Computations - SI Units, meters, kilopascals Basic Program Options: Analysis Type 1: - Computation of Lateral Pile Response Using User-specified Constant EI Computation Options: - Only internally-generated p-y curves used in analysis - Analysis does not use p-y multipliers (individual pile or shaft action only) - Analysis assumes no shear resistance at pile tip - Analysis for fixed-length pile or shaft only - Analysis includes computation of foundation stiffness matrix elements - Output pile response for full length of pile - Analysis assumes no soil movements acting on pile - Additional p-y curves computed at specified depths Solution Control Parameters: - Number of pile increments = 252 - Maximum number of iterations allowed = 100 - Deflection tolerance for convergence = 2.5400E-07 m - Maximum allowable deflection = 2.5400E+00 m Printing Options: - Values of pile-head deflection, bending moment, shear force, and soil reaction are printed for full length of pile. - Printing Increment (spacing of output points) = 1 ------------------------------------------------------------------------------ Pile Structural Properties and Geometry ------------------------------------------------------------------------------ Pile Length = 36.00 m Depth of ground surface below top of pile = .00 m Slope angle of ground surface = .00 deg. Structural properties of pile defined using 37 points Point Depth Pile Moment of Pile Modulus of X Diameter Inertia Area Elasticity m m m**4 Sq. m kN/Sq. m ----- --------- ----------- ---------- ---------- ----------- 1 0.0000 6.00000000 4.9387 1.1197 210000000.000 2 1.0000 6.00000000 4.9387 1.1197 210000000.000 3 2.0000 6.00000000 4.9387 1.1197 210000000.000 4 3.0000 6.00000000 4.9387 1.1197 210000000.000 5 4.0000 6.00000000 4.9387 1.1197 210000000.000 6 5.0000 6.00000000 4.9387 1.1197 210000000.000 7 6.0000 6.00000000 4.9387 1.1197 210000000.000 8 7.0000 6.00000000 4.9387 1.1197 210000000.000 9 8.0000 6.00000000 4.9387 1.1197 210000000.000 10 9.0000 6.00000000 4.9387 1.1197 210000000.000 11 10.0000 6.00000000 4.9387 1.1197 210000000.000 12 11.0000 6.00000000 4.9387 1.1197 210000000.000 13 12.0000 6.00000000 4.9387 1.1197 210000000.000 14 13.0000 6.00000000 4.9387 1.1197 210000000.000 15 14.0000 6.00000000 4.9387 1.1197 210000000.000 16 15.0000 6.00000000 4.9387 1.1197 210000000.000 17 16.0000 6.00000000 4.9387 1.1197 210000000.000 18 17.0000 6.00000000 4.9387 1.1197 210000000.000 19 18.0000 6.00000000 4.9387 1.1197 210000000.000 20 19.0000 6.00000000 4.9387 1.1197 210000000.000 21 20.0000 6.00000000 4.9387 1.1197 210000000.000 22 21.0000 6.00000000 4.9387 1.1197 210000000.000 23 22.0000 6.00000000 4.9387 1.1197 210000000.000 24 23.0000 6.00000000 4.9387 1.1197 210000000.000 25 24.0000 6.00000000 4.9387 1.1197 210000000.000 26 25.0000 6.00000000 4.9387 1.1197 210000000.000 27 26.0000 6.00000000 4.9387 1.1197 210000000.000 28 27.0000 6.00000000 4.9387 1.1197 210000000.000 29 28.0000 6.00000000 4.9387 1.1197 210000000.000 30 29.0000 6.00000000 4.9387 1.1197 210000000.000 31 30.0000 6.00000000 4.9387 1.1197 210000000.000 32 31.0000 6.00000000 4.9387 1.1197 210000000.000 33 32.0000 6.00000000 4.9387 1.1197 210000000.000 34 33.0000 6.00000000 4.9387 1.1197 210000000.000 35 34.0000 6.00000000 4.9387 1.1197 210000000.000 36 35.0000 6.00000000 4.9387 1.1197 210000000.000 37 36.0000 6.00000000 4.9387 1.1197 210000000.000 ------------------------------------------------------------------------------ Soil and Rock Layering Information ------------------------------------------------------------------------------ The soil profile is modelled using 3 layers Layer 1 is sand, p-y criteria by API RP-2A, 1987 Distance from top of pile to top of layer = .000 m Distance from top of pile to bottom of layer = 5.000 m p-y subgrade modulus k for top of soil layer = 16287.000 kN/ m**3 p-y subgrade modulus k for bottom of layer = 16287.000 kN/ m**3 Layer 2 is sand, p-y criteria by API RP-2A, 1987 Distance from top of pile to top of layer = 5.000 m Distance from top of pile to bottom of layer = 14.000 m p-y subgrade modulus k for top of soil layer = 24430.000 kN/ m**3 p-y subgrade modulus k for bottom of layer = 24430.000 kN/ m**3 Layer 3 is sand, p-y criteria by API RP-2A, 1987 Distance from top of pile to top of layer = 14.000 m Distance from top of pile to bottom of layer = 50.000 m p-y subgrade modulus k for top of soil layer = 35288.000 kN/ m**3 p-y subgrade modulus k for bottom of layer = 35288.000 kN/ m**3 (Depth of lowest layer extends 14.00 m below pile tip) ------------------------------------------------------------------------------ Effective Unit Weight of Soil vs. Depth ------------------------------------------------------------------------------ Distribution of effective unit weight of soil with depth is defined using 6 points Point Depth X Eff. Unit Weight No. m kN/ m**3 ----- ---------- ---------------- 1 .00 10.00000 2 5.00 10.00000 3 5.00 10.00000 4 14.00 10.00000 5 14.00 10.00000 6 50.00 10.00000 ------------------------------------------------------------------------------ Shear Strength of Soils ------------------------------------------------------------------------------ Distribution of shear strength parameters with depth defined using 6 points Point Depth X Cohesion c Angle of Friction E50 or RQD No. m kN/ m**2 Deg. k_rm % ----- -------- ---------- ------------------ ------ ------ 1 .000 .00000 33.00 ------ ------ 2 5.000 .00000 33.00 ------ ------ 3 5.000 .00000 35.00 ------ ------ 4 14.000 .00000 35.00 ------ ------ 5 14.000 .00000 38.50 ------ ------ 6 50.000 .00000 38.50 ------ ------ Notes: (1) Cohesion = uniaxial compressive strength for rock materials. (2) Values of E50 are reported for clay strata. (3) Default values will be generated for E50 when input values are 0. (4) RQD and k_rm are reported only for weak rock strata. ------------------------------------------------------------------------------ Loading Type ------------------------------------------------------------------------------ Cyclic loading criteria was used for computation of p-y curves Number of cycles of loading = 5000. ------------------------------------------------------------------------------ Pile-head Loading and Pile-head Fixity Conditions ------------------------------------------------------------------------------ Number of loads specified = 1 Load Case Number 1 Pile-head boundary conditions are Shear and Moment (BC Type 1) Shear force at pile head = 3910.000 kN Bending moment at pile head = 124385.000 m- kN Axial load at pile head = 8582.000 kN Non-zero moment at pile head for this load case indicates the pile-head may rotate under the applied pile-head loading, but is not a free-head (zero moment) condition. ------------------------------------------------------------------------------ Output of p-y Curves at Specified Depths ------------------------------------------------------------------------------ p-y curves are generated and printed for verification at 30 + 8 depths. Depth Depth Below Pile Head Depth Below Ground Surface No. m m ----- --------------------- -------------------------- 1 1.000 1.000 2 2.000 2.000 3 3.000 3.000 4 4.000 4.000 5 4.999 4.999 Layer 1 6 5.001 5.001 Layer 2 7 6.000 6.000 8 7.000 7.000 9 8.000 8.000 10 9.000 9.000 11 10.000 10.000 12 11.000 11.000 13 12.000 12.000 14 13.000 13.000 15 13.999 13.999 Layer 2 16 14.001 14.001 Layer 3 17 15.000 15.000 18 15.000 15.000 19 17.000 17.000 20 18.000 18.000 21 19.000 19.000 22 20.000 20.000 23 21.000 21.000 24 22.000 22.000 25 23.000 23.000 26 24.000 24.000 27 25.000 25.000 28 26.000 26.000 29 27.000 27.000 30 28.000 28.000 ADDED: 31 29.000 29.000 32 30.000 30.000 33 31.000 31.000 34 32.000 32.000 35 33.000 33.000 36 34.000 34.000 37 35.000 35.000 38 36.000 36.000 Depth of ground surface below top of pile = .00 m p-y Curve Computed Using API Sand Criteria Soil Layer Number = 1 Depth below pile head = 1.000 m Depth below ground surface = 1.000 m Equivalent Depth (see note) = 1.000 m Diameter = 6.000 m Friction Angle phi = 33.000 deg. Avg. Eff. Unit Wt. = 10.00000 kN/ m**3 k = 16287.000 kN/m3 C1 = 2.49133 C2 = 3.09732 C3 = 41.72551 A = .90000 Pus = 210.752 kN/ m Pud = 2503.531 kN/ m Pu = 210.752 kN/ m p-multiplier = 1.00000 y-multiplier = 1.00000 If Pud <= Pus then actual depth is used in place of equivalent depth in computations. y, m p, kN/ m ---------------- ----------------- .0000 .000 .0083 116.490 .0167 169.172 .0250 184.565 .0333 188.443 .0417 189.381 .0500 189.606 .0583 189.660 .0667 189.673 .0750 189.676 .0833 189.677 .0917 189.677 .1000 189.677 .2250 189.677 6.2250 189.677 12.2250 189.677 18.2250 189.677 p-y Curve Computed Using API Sand Criteria Soil Layer Number = 1 Depth below pile head = 2.000 m Depth below ground surface = 2.000 m Equivalent Depth (see note) = 2.000 m Diameter = 6.000 m Friction Angle phi = 33.000 deg. Avg. Eff. Unit Wt. = 10.00000 kN/ m**3 k = 16287.000 kN/m3 C1 = 2.49133 C2 = 3.09732 C3 = 41.72551 A = .90000 Pus = 471.331 kN/ m Pud = 5007.061 kN/ m Pu = 471.331 kN/ m p-multiplier = 1.00000 y-multiplier = 1.00000 If Pud <= Pus then actual depth is used in place of equivalent depth in computations. y, m p, kN/ m ---------------- ----------------- .0000 .000 .0083 239.604 .0167 363.300 .0250 406.338 .0333 419.155 .0417 422.790 .0500 423.806 .0583 424.089 .0667 424.168 .0750 424.190 .0833 424.196 .0917 424.198 .1000 424.198 .2250 424.198 6.2250 424.198 12.2250 424.198 18.2250 424.198 p-y Curve Computed Using API Sand Criteria Soil Layer Number = 1 Depth below pile head = 3.000 m Depth below ground surface = 3.000 m Equivalent Depth (see note) = 3.000 m Diameter = 6.000 m Friction Angle phi = 33.000 deg. Avg. Eff. Unit Wt. = 10.00000 kN/ m**3 k = 16287.000 kN/m3 C1 = 2.49133 C2 = 3.09732 C3 = 41.72551 A = .90000 Pus = 781.737 kN/ m Pud = 7510.592 kN/ m Pu = 781.737 kN/ m p-multiplier = 1.00000 y-multiplier = 1.00000 If Pud <= Pus then actual depth is used in place of equivalent depth in computations. y, m p, kN/ m ---------------- ----------------- .0000 .000 .0083 367.080 .0167 577.071 .0250 661.197 .0333 689.968 .0417 699.262 .0500 702.208 .0583 703.137 .0667 703.429 .0750 703.521 .0833 703.550 .0917 703.559 .1000 703.562 .2250 703.563 6.2250 703.563 12.2250 703.563 18.2250 703.563 p-y Curve Computed Using API Sand Criteria Soil Layer Number = 1 Depth below pile head = 4.000 m Depth below ground surface = 4.000 m Equivalent Depth (see note) = 4.000 m Diameter = 6.000 m Friction Angle phi = 33.000 deg. Avg. Eff. Unit Wt. = 10.00000 kN/ m**3 k = 16287.000 kN/m3 C1 = 2.49133 C2 = 3.09732 C3 = 41.72551 A = .90000 Pus = 1141.969 kN/ m Pud = 10014.123 kN/ m Pu = 1141.969 kN/ m p-multiplier = 1.00000 y-multiplier = 1.00000 If Pud <= Pus then actual depth is used in place of equivalent depth in computations. y, m p, kN/ m ---------------- ----------------- .0000 .000 .0083 497.469 .0167 806.087 .0250 944.863 .0333 998.167 .0417 1017.381 .0500 1024.147 .0583 1026.510 .0667 1027.333 .0750 1027.619 .0833 1027.719 .0917 1027.753 .1000 1027.765 .2250 1027.772 6.2250 1027.772 12.2250 1027.772 18.2250 1027.772 p-y Curve Computed Using API Sand Criteria Soil Layer Number = 1 Depth below pile head = 4.999 m Depth below ground surface = 4.999 m Equivalent Depth (see note) = 4.999 m Diameter = 6.000 m Friction Angle phi = 33.000 deg. Avg. Eff. Unit Wt. = 10.00000 kN/ m**3 k = 16287.000 kN/m3 C1 = 2.49133 C2 = 3.09732 C3 = 41.72551 A = .90000 Pus = 1551.592 kN/ m Pud = 12515.150 kN/ m Pu = 1551.592 kN/ m p-multiplier = 1.00000 y-multiplier = 1.00000 If Pud <= Pus then actual depth is used in place of equivalent depth in computations. y, m p, kN/ m ---------------- ----------------- .0000 .000 .0083 629.700 .0167 1046.586 .0250 1252.865 .0333 1340.310 .0417 1374.926 .0500 1388.255 .0583 1393.333 .0667 1395.259 .0750 1395.988 .0833 1396.265 .0917 1396.369 .1000 1396.409 .2250 1396.433 6.2250 1396.433 12.2250 1396.433 18.2250 1396.433 p-y Curve Computed Using API Sand Criteria Soil Layer Number = 2 Depth below pile head = 5.001 m Depth below ground surface = 5.001 m Equivalent Depth (see note) = 4.552 m Diameter = 6.000 m Friction Angle phi = 35.000 deg. Avg. Eff. Unit Wt. = 10.00000 kN/ m**3 k = 24430.000 kN/m3 C1 = 2.97045 C2 = 3.41918 C3 = 53.79345 A = .90000 Pus = 1549.280 kN/ m Pud = 16141.264 kN/ m Pu = 1549.280 kN/ m p-multiplier = 1.00000 y-multiplier = 1.00000 If Pud <= Pus then actual depth is used in place of equivalent depth in computations. y, m p, kN/ m ---------------- ----------------- .0000 .000 .0083 810.698 .0167 1211.766 .0250 1343.579 .0333 1380.731 .0417 1390.734 .0500 1393.394 .0583 1394.098 .0667 1394.285 .0750 1394.334 .0833 1394.348 .0917 1394.351 .1000 1394.352 .2250 1394.352 6.2250 1394.352 12.2250 1394.352 18.2250 1394.352 p-y Curve Computed Using API Sand Criteria Soil Layer Number = 2 Depth below pile head = 6.000 m Depth below ground surface = 6.000 m Equivalent Depth (see note) = 5.551 m Diameter = 6.000 m Friction Angle phi = 35.000 deg. Avg. Eff. Unit Wt. = 10.00000 kN/ m**3 k = 24430.000 kN/m3 C1 = 2.97045 C2 = 3.41918 C3 = 53.79345 A = .90000 Pus = 2054.022 kN/ m Pud = 19365.643 kN/ m Pu = 2054.022 kN/ m p-multiplier = 1.00000 y-multiplier = 1.00000 If Pud <= Pus then actual depth is used in place of equivalent depth in computations. y, m p, kN/ m ---------------- ----------------- .0000 .000 .0083 1007.576 .0167 1553.617 .0250 1756.571 .0333 1821.030 .0417 1840.453 .0500 1846.211 .0583 1847.910 .0667 1848.411 .0750 1848.558 .0833 1848.602 .0917 1848.615 .1000 1848.618 .2250 1848.620 6.2250 1848.620 12.2250 1848.620 18.2250 1848.620 p-y Curve Computed Using API Sand Criteria Soil Layer Number = 2 Depth below pile head = 7.000 m Depth below ground surface = 7.000 m Equivalent Depth (see note) = 6.551 m Diameter = 6.000 m Friction Angle phi = 35.000 deg. Avg. Eff. Unit Wt. = 10.00000 kN/ m**3 k = 24430.000 kN/m3 C1 = 2.97045 C2 = 3.41918 C3 = 53.79345 A = .90000 Pus = 2618.649 kN/ m Pud = 22593.250 kN/ m Pu = 2618.649 kN/ m p-multiplier = 1.00000 y-multiplier = 1.00000 If Pud <= Pus then actual depth is used in place of equivalent depth in computations. y, m p, kN/ m ---------------- ----------------- .0000 .000 .0083 1207.437 .0167 1912.808 .0250 2203.856 .0333 2306.361 .0417 2340.405 .0500 2351.490 .0583 2355.075 .0667 2356.233 .0750 2356.606 .0833 2356.726 .0917 2356.765 .1000 2356.778 .2250 2356.784 6.2250 2356.784 12.2250 2356.784 18.2250 2356.784 p-y Curve Computed Using API Sand Criteria Soil Layer Number = 2 Depth below pile head = 8.000 m Depth below ground surface = 8.000 m Equivalent Depth (see note) = 7.551 m Diameter = 6.000 m Friction Angle phi = 35.000 deg. Avg. Eff. Unit Wt. = 10.00000 kN/ m**3 k = 24430.000 kN/m3 C1 = 2.97045 C2 = 3.41918 C3 = 53.79345 A = .90000 Pus = 3242.684 kN/ m Pud = 25820.858 kN/ m Pu = 3242.684 kN/ m p-multiplier = 1.00000 y-multiplier = 1.00000 If Pud <= Pus then actual depth is used in place of equivalent depth in computations. y, m p, kN/ m ---------------- ----------------- .0000 .000 .0083 1409.247 .0167 2285.561 .0250 2680.955 .0333 2833.353 .0417 2888.468 .0500 2907.937 .0583 2914.757 .0667 2917.139 .0750 2917.970 .0833 2918.260 .0917 2918.361 .1000 2918.397 .2250 2918.416 6.2250 2918.416 12.2250 2918.416 18.2250 2918.416 p-y Curve Computed Using API Sand Criteria Soil Layer Number = 2 Depth below pile head = 9.000 m Depth below ground surface = 9.000 m Equivalent Depth (see note) = 8.551 m Diameter = 6.000 m Friction Angle phi = 35.000 deg. Avg. Eff. Unit Wt. = 10.00000 kN/ m**3 k = 24430.000 kN/m3 C1 = 2.97045 C2 = 3.41918 C3 = 53.79345 A = .90000 Pus = 3926.128 kN/ m Pud = 29048.465 kN/ m Pu = 3926.128 kN/ m p-multiplier = 1.00000 y-multiplier = 1.00000 If Pud <= Pus then actual depth is used in place of equivalent depth in computations. y, m p, kN/ m ---------------- ----------------- .0000 .000 .0083 1612.425 .0167 2669.068 .0250 3184.007 .0333 3398.863 .0417 3482.639 .0500 3514.436 .0583 3526.381 .0667 3530.850 .0750 3532.520 .0833 3533.144 .0917 3533.377 .1000 3533.464 .2250 3533.515 6.2250 3533.515 12.2250 3533.515 18.2250 3533.515 p-y Curve Computed Using API Sand Criteria Soil Layer Number = 2 Depth below pile head = 10.000 m Depth below ground surface = 10.000 m Equivalent Depth (see note) = 9.551 m Diameter = 6.000 m Friction Angle phi = 35.000 deg. Avg. Eff. Unit Wt. = 10.00000 kN/ m**3 k = 24430.000 kN/m3 C1 = 2.97045 C2 = 3.41918 C3 = 53.79345 A = .90000 Pus = 4668.982 kN/ m Pud = 32276.072 kN/ m Pu = 4668.982 kN/ m p-multiplier = 1.00000 y-multiplier = 1.00000 If Pud <= Pus then actual depth is used in place of equivalent depth in computations. y, m p, kN/ m ---------------- ----------------- .0000 .000 .0083 1816.561 .0167 3061.061 .0250 3709.460 .0333 3999.667 .0417 4120.671 .0500 4169.625 .0583 4189.188 .0667 4196.968 .0750 4200.055 .0833 4201.279 .0917 4201.765 .1000 4201.957 .2250 4202.083 6.2250 4202.083 12.2250 4202.083 18.2250 4202.083 p-y Curve Computed Using API Sand Criteria Soil Layer Number = 2 Depth below pile head = 11.000 m Depth below ground surface = 11.000 m Equivalent Depth (see note) = 10.551 m Diameter = 6.000 m Friction Angle phi = 35.000 deg. Avg. Eff. Unit Wt. = 10.00000 kN/ m**3 k = 24430.000 kN/m3 C1 = 2.97045 C2 = 3.41918 C3 = 53.79345 A = .90000 Pus = 5471.244 kN/ m Pud = 35503.679 kN/ m Pu = 5471.244 kN/ m p-multiplier = 1.00000 y-multiplier = 1.00000 If Pud <= Pus then actual depth is used in place of equivalent depth in computations. y, m p, kN/ m ---------------- ----------------- .0000 .000 .0083 2021.366 .0167 3459.725 .0250 4254.109 .0333 4632.554 .0417 4800.127 .0500 4871.916 .0583 4902.235 .0667 4914.961 .0750 4920.290 .0833 4922.519 .0917 4923.450 .1000 4923.840 .2250 4924.119 6.2250 4924.119 12.2250 4924.119 18.2250 4924.119 p-y Curve Computed Using API Sand Criteria Soil Layer Number = 2 Depth below pile head = 12.000 m Depth below ground surface = 12.000 m Equivalent Depth (see note) = 11.551 m Diameter = 6.000 m Friction Angle phi = 35.000 deg. Avg. Eff. Unit Wt. = 10.00000 kN/ m**3 k = 24430.000 kN/m3 C1 = 2.97045 C2 = 3.41918 C3 = 53.79345 A = .90000 Pus = 6332.915 kN/ m Pud = 38731.286 kN/ m Pu = 6332.915 kN/ m p-multiplier = 1.00000 y-multiplier = 1.00000 If Pud <= Pus then actual depth is used in place of equivalent depth in computations. y, m p, kN/ m ---------------- ----------------- .0000 .000 .0083 2226.632 .0167 3863.610 .0250 4815.109 .0333 5294.396 .0417 5518.449 .0500 5619.524 .0583 5664.388 .0667 5684.158 .0750 5692.842 .0833 5696.651 .0917 5698.321 .1000 5699.053 .2250 5699.624 6.2250 5699.624 12.2250 5699.624 18.2250 5699.624 p-y Curve Computed Using API Sand Criteria Soil Layer Number = 2 Depth below pile head = 13.000 m Depth below ground surface = 13.000 m Equivalent Depth (see note) = 12.551 m Diameter = 6.000 m Friction Angle phi = 35.000 deg. Avg. Eff. Unit Wt. = 10.00000 kN/ m**3 k = 24430.000 kN/m3 C1 = 2.97045 C2 = 3.41918 C3 = 53.79345 A = .90000 Pus = 7253.995 kN/ m Pud = 41958.894 kN/ m Pu = 7253.995 kN/ m p-multiplier = 1.00000 y-multiplier = 1.00000 If Pud <= Pus then actual depth is used in place of equivalent depth in computations. y, m p, kN/ m ---------------- ----------------- .0000 .000 .0083 2432.211 .0167 4271.565 .0250 5389.961 .0333 5982.209 .0417 6273.012 .0500 6410.502 .0583 6474.343 .0667 6503.738 .0750 6517.221 .0833 6523.393 .0917 6526.217 .1000 6527.508 .2250 6528.596 6.2250 6528.596 12.2250 6528.596 18.2250 6528.596 p-y Curve Computed Using API Sand Criteria Soil Layer Number = 2 Depth below pile head = 13.999 m Depth below ground surface = 13.999 m Equivalent Depth (see note) = 13.550 m Diameter = 6.000 m Friction Angle phi = 35.000 deg. Avg. Eff. Unit Wt. = 10.00000 kN/ m**3 k = 24430.000 kN/m3 C1 = 2.97045 C2 = 3.41918 C3 = 53.79345 A = .90000 Pus = 8233.474 kN/ m Pud = 45183.273 kN/ m Pu = 8233.474 kN/ m p-multiplier = 1.00000 y-multiplier = 1.00000 If Pud <= Pus then actual depth is used in place of equivalent depth in computations. y, m p, kN/ m ---------------- ----------------- .0000 .000 .0083 2637.789 .0167 4682.263 .0250 5975.901 .0333 6692.465 .0417 7060.375 .0500 7241.925 .0583 7329.759 .0667 7371.846 .0750 7391.920 .0833 7401.474 .0917 7406.016 .1000 7408.174 .2250 7410.127 6.2250 7410.127 12.2250 7410.127 18.2250 7410.127 p-y Curve Computed Using API Sand Criteria Soil Layer Number = 3 Depth below pile head = 14.001 m Depth below ground surface = 14.001 m Equivalent Depth (see note) = 12.034 m Diameter = 6.000 m Friction Angle phi = 38.500 deg. Avg. Eff. Unit Wt. = 10.00000 kN/ m**3 k = 35288.000 kN/m3 C1 = 4.04577 C2 = 4.06556 C3 = 85.05375 A = .90000 Pus = 8794.335 kN/ m Pud = 71450.251 kN/ m Pu = 8794.335 kN/ m p-multiplier = 1.00000 y-multiplier = 1.00000 If Pud <= Pus then actual depth is used in place of equivalent depth in computations. y, m p, kN/ m ---------------- ----------------- .0000 .000 .0083 3320.409 .0167 5646.994 .0250 6901.678 .0333 7484.268 .0417 7735.923 .0500 7841.219 .0583 7884.687 .0667 7902.532 .0750 7909.841 .0833 7912.832 .0917 7914.055 .1000 7914.555 .2250 7914.901 6.2250 7914.901 12.2250 7914.901 18.2250 7914.901 p-y Curve Computed Using API Sand Criteria Soil Layer Number = 3 Depth below pile head = 15.000 m Depth below ground surface = 15.000 m Equivalent Depth (see note) = 13.033 m Diameter = 6.000 m Friction Angle phi = 38.500 deg. Avg. Eff. Unit Wt. = 10.00000 kN/ m**3 k = 35288.000 kN/m3 C1 = 4.04577 C2 = 4.06556 C3 = 85.05375 A = .90000 Pus = 10051.155 kN/ m Pud = 76548.372 kN/ m Pu = 10051.155 kN/ m p-multiplier = 1.00000 y-multiplier = 1.00000 If Pud <= Pus then actual depth is used in place of equivalent depth in computations. y, m p, kN/ m ---------------- ----------------- .0000 .000 .0083 3618.578 .0167 6238.850 .0250 7725.963 .0333 8455.703 .0417 8788.242 .0500 8934.653 .0583 8998.136 .0667 9025.479 .0750 9037.223 .0833 9042.260 .0917 9044.420 .1000 9045.345 .2250 9046.040 6.2250 9046.040 12.2250 9046.040 18.2250 9046.040 p-y Curve Computed Using API Sand Criteria Soil Layer Number = 3 Depth below pile head = 15.000 m Depth below ground surface = 15.000 m Equivalent Depth (see note) = 13.033 m Diameter = 6.000 m Friction Angle phi = 38.500 deg. Avg. Eff. Unit Wt. = 10.00000 kN/ m**3 k = 35288.000 kN/m3 C1 = 4.04577 C2 = 4.06556 C3 = 85.05375 A = .90000 Pus = 10051.155 kN/ m Pud = 76548.372 kN/ m Pu = 10051.155 kN/ m p-multiplier = 1.00000 y-multiplier = 1.00000 If Pud <= Pus then actual depth is used in place of equivalent depth in computations. y, m p, kN/ m ---------------- ----------------- .0000 .000 .0083 3618.578 .0167 6238.850 .0250 7725.963 .0333 8455.703 .0417 8788.242 .0500 8934.653 .0583 8998.136 .0667 9025.479 .0750 9037.223 .0833 9042.260 .0917 9044.420 .1000 9045.345 .2250 9046.040 6.2250 9046.040 12.2250 9046.040 18.2250 9046.040 p-y Curve Computed Using API Sand Criteria Soil Layer Number = 3 Depth below pile head = 17.000 m Depth below ground surface = 17.000 m Equivalent Depth (see note) = 15.033 m Diameter = 6.000 m Friction Angle phi = 38.500 deg. Avg. Eff. Unit Wt. = 10.00000 kN/ m**3 k = 35288.000 kN/m3 C1 = 4.04577 C2 = 4.06556 C3 = 85.05375 A = .90000 Pus = 12809.978 kN/ m Pud = 86754.822 kN/ m Pu = 12809.978 kN/ m p-multiplier = 1.00000 y-multiplier = 1.00000 If Pud <= Pus then actual depth is used in place of equivalent depth in computations. y, m p, kN/ m ---------------- ----------------- .0000 .000 .0083 4216.045 .0167 7437.477 .0250 9429.091 .0333 10503.659 .0417 11041.142 .0500 11299.802 .0583 11421.966 .0667 11479.152 .0750 11505.810 .0833 11518.213 .0917 11523.978 .1000 11526.656 .2250 11528.980 6.2250 11528.980 12.2250 11528.980 18.2250 11528.980 p-y Curve Computed Using API Sand Criteria Soil Layer Number = 3 Depth below pile head = 18.000 m Depth below ground surface = 18.000 m Equivalent Depth (see note) = 16.033 m Diameter = 6.000 m Friction Angle phi = 38.500 deg. Avg. Eff. Unit Wt. = 10.00000 kN/ m**3 k = 35288.000 kN/m3 C1 = 4.04577 C2 = 4.06556 C3 = 85.05375 A = .90000 Pus = 14310.762 kN/ m Pud = 91858.047 kN/ m Pu = 14310.762 kN/ m p-multiplier = 1.00000 y-multiplier = 1.00000 If Pud <= Pus then actual depth is used in place of equivalent depth in computations. y, m p, kN/ m ---------------- ----------------- .0000 .000 .0083 4514.853 .0167 8041.569 .0250 10301.743 .0333 11572.049 .0417 12233.839 .0500 12565.010 .0583 12727.396 .0667 12806.226 .0750 12844.307 .0833 12862.661 .0917 12871.496 .1000 12875.747 .2250 12879.686 6.2250 12879.686 12.2250 12879.686 18.2250 12879.686 p-y Curve Computed Using API Sand Criteria Soil Layer Number = 3 Depth below pile head = 19.000 m Depth below ground surface = 19.000 m Equivalent Depth (see note) = 17.033 m Diameter = 6.000 m Friction Angle phi = 38.500 deg. Avg. Eff. Unit Wt. = 10.00000 kN/ m**3 k = 35288.000 kN/m3 C1 = 4.04577 C2 = 4.06556 C3 = 85.05375 A = .90000 Pus = 15892.462 kN/ m Pud = 96961.271 kN/ m Pu = 15892.462 kN/ m p-multiplier = 1.00000 y-multiplier = 1.00000 If Pud <= Pus then actual depth is used in place of equivalent depth in computations. y, m p, kN/ m ---------------- ----------------- .0000 .000 .0083 4813.628 .0167 8647.803 .0250 11185.468 .0333 12665.690 .0417 13466.220 .0500 13881.518 .0583 14092.319 .0667 14198.137 .0750 14250.958 .0833 14277.251 .0917 14290.321 .1000 14296.813 .2250 14303.215 6.2250 14303.215 12.2250 14303.215 18.2250 14303.215 p-y Curve Computed Using API Sand Criteria Soil Layer Number = 3 Depth below pile head = 20.000 m Depth below ground surface = 20.000 m Equivalent Depth (see note) = 18.033 m Diameter = 6.000 m Friction Angle phi = 38.500 deg. Avg. Eff. Unit Wt. = 10.00000 kN/ m**3 k = 35288.000 kN/m3 C1 = 4.04577 C2 = 4.06556 C3 = 85.05375 A = .90000 Pus = 17555.077 kN/ m Pud = 102064.496 kN/ m Pu = 17555.077 kN/ m p-multiplier = 1.00000 y-multiplier = 1.00000 If Pud <= Pus then actual depth is used in place of equivalent depth in computations. y, m p, kN/ m ---------------- ----------------- .0000 .000 .0083 5112.329 .0167 9255.597 .0250 12078.415 .0333 13781.647 .0417 14735.051 .0500 15246.425 .0583 15514.439 .0667 15653.205 .0750 15724.598 .0833 15761.210 .0917 15779.954 .1000 15789.541 .2250 15799.569 6.2250 15799.569 12.2250 15799.569 18.2250 15799.569 p-y Curve Computed Using API Sand Criteria Soil Layer Number = 3 Depth below pile head = 21.000 m Depth below ground surface = 21.000 m Equivalent Depth (see note) = 19.033 m Diameter = 6.000 m Friction Angle phi = 38.500 deg. Avg. Eff. Unit Wt. = 10.00000 kN/ m**3 k = 35288.000 kN/m3 C1 = 4.04577 C2 = 4.06556 C3 = 85.05375 A = .90000 Pus = 19298.608 kN/ m Pud = 107167.721 kN/ m Pu = 19298.608 kN/ m p-multiplier = 1.00000 y-multiplier = 1.00000 If Pud <= Pus then actual depth is used in place of equivalent depth in computations. y, m p, kN/ m ---------------- ----------------- .0000 .000 .0083 5410.931 .0167 9864.489 .0250 12979.002 .0333 14917.251 .0417 16037.233 .0500 16656.827 .0583 16991.362 .0667 17169.617 .0750 17263.932 .0833 17313.647 .0917 17339.801 .1000 17353.546 .2250 17368.746 6.2250 17368.747 12.2250 17368.747 18.2250 17368.747 p-y Curve Computed Using API Sand Criteria Soil Layer Number = 3 Depth below pile head = 22.000 m Depth below ground surface = 22.000 m Equivalent Depth (see note) = 20.033 m Diameter = 6.000 m Friction Angle phi = 38.500 deg. Avg. Eff. Unit Wt. = 10.00000 kN/ m**3 k = 35288.000 kN/m3 C1 = 4.04577 C2 = 4.06556 C3 = 85.05375 A = .90000 Pus = 21123.054 kN/ m Pud = 112270.946 kN/ m Pu = 21123.054 kN/ m p-multiplier = 1.00000 y-multiplier = 1.00000 If Pud <= Pus then actual depth is used in place of equivalent depth in computations. y, m p, kN/ m ---------------- ----------------- .0000 .000 .0083 5709.416 .0167 10474.115 .0250 13885.880 .0333 16070.087 .0417 17369.825 .0500 18109.846 .0583 18520.630 .0667 18745.448 .0750 18867.535 .0833 18933.554 .0917 18969.173 .1000 18988.366 .2250 19010.746 6.2250 19010.748 12.2250 19010.748 18.2250 19010.748 p-y Curve Computed Using API Sand Criteria Soil Layer Number = 3 Depth below pile head = 23.000 m Depth below ground surface = 23.000 m Equivalent Depth (see note) = 21.033 m Diameter = 6.000 m Friction Angle phi = 38.500 deg. Avg. Eff. Unit Wt. = 10.00000 kN/ m**3 k = 35288.000 kN/m3 C1 = 4.04577 C2 = 4.06556 C3 = 85.05375 A = .90000 Pus = 23028.416 kN/ m Pud = 117374.171 kN/ m Pu = 23028.416 kN/ m p-multiplier = 1.00000 y-multiplier = 1.00000 If Pud <= Pus then actual depth is used in place of equivalent depth in computations. y, m p, kN/ m ---------------- ----------------- .0000 .000 .0083 6007.773 .0167 11084.186 .0250 14797.901 .0333 17237.985 .0417 18730.050 .0500 19602.659 .0583 20099.743 .0667 20378.674 .0750 20533.870 .0833 20619.813 .0917 20667.281 .1000 20693.461 .2250 20725.569 6.2250 20725.574 12.2250 20725.574 18.2250 20725.574 p-y Curve Computed Using API Sand Criteria Soil Layer Number = 3 Depth below pile head = 24.000 m Depth below ground surface = 24.000 m Equivalent Depth (see note) = 22.033 m Diameter = 6.000 m Friction Angle phi = 38.500 deg. Avg. Eff. Unit Wt. = 10.00000 kN/ m**3 k = 35288.000 kN/m3 C1 = 4.04577 C2 = 4.06556 C3 = 85.05375 A = .90000 Pus = 25014.693 kN/ m Pud = 122477.395 kN/ m Pu = 25014.693 kN/ m p-multiplier = 1.00000 y-multiplier = 1.00000 If Pud <= Pus then actual depth is used in place of equivalent depth in computations. y, m p, kN/ m ---------------- ----------------- .0000 .000 .0083 6305.994 .0167 11694.475 .0250 15714.091 .0333 18418.999 .0417 20115.311 .0500 21132.517 .0583 21726.186 .0667 22067.200 .0750 22261.299 .0833 22371.199 .0917 22433.242 .1000 22468.208 .2250 22513.215 6.2250 22513.223 12.2250 22513.223 18.2250 22513.223 p-y Curve Computed Using API Sand Criteria Soil Layer Number = 3 Depth below pile head = 25.000 m Depth below ground surface = 25.000 m Equivalent Depth (see note) = 23.033 m Diameter = 6.000 m Friction Angle phi = 38.500 deg. Avg. Eff. Unit Wt. = 10.00000 kN/ m**3 k = 35288.000 kN/m3 C1 = 4.04577 C2 = 4.06556 C3 = 85.05375 A = .90000 Pus = 27081.885 kN/ m Pud = 127580.620 kN/ m Pu = 27081.885 kN/ m p-multiplier = 1.00000 y-multiplier = 1.00000 If Pud <= Pus then actual depth is used in place of equivalent depth in computations. y, m p, kN/ m ---------------- ----------------- .0000 .000 .0083 6604.078 .0167 12304.805 .0250 16633.623 .0333 19611.393 .0417 21523.186 .0500 22696.763 .0583 23397.447 .0667 23808.872 .0750 24048.091 .0833 24186.387 .0917 24266.075 .1000 24311.904 .2250 24373.681 6.2250 24373.696 12.2250 24373.696 18.2250 24373.696 p-y Curve Computed Using API Sand Criteria Soil Layer Number = 3 Depth below pile head = 26.000 m Depth below ground surface = 26.000 m Equivalent Depth (see note) = 24.033 m Diameter = 6.000 m Friction Angle phi = 38.500 deg. Avg. Eff. Unit Wt. = 10.00000 kN/ m**3 k = 35288.000 kN/m3 C1 = 4.04577 C2 = 4.06556 C3 = 85.05375 A = .90000 Pus = 29229.993 kN/ m Pud = 132683.845 kN/ m Pu = 29229.993 kN/ m p-multiplier = 1.00000 y-multiplier = 1.00000 If Pud <= Pus then actual depth is used in place of equivalent depth in computations. y, m p, kN/ m ---------------- ----------------- .0000 .000 .0083 6902.023 .0167 12915.037 .0250 17555.802 .0333 20813.624 .0417 22951.431 .0500 24292.847 .0583 25111.040 .0667 25601.498 .0750 25892.442 .0833 26063.963 .0917 26164.711 .1000 26223.760 .2250 26306.967 6.2250 26306.993 12.2250 26306.993 18.2250 26306.993 p-y Curve Computed Using API Sand Criteria Soil Layer Number = 3 Depth below pile head = 27.000 m Depth below ground surface = 27.000 m Equivalent Depth (see note) = 25.033 m Diameter = 6.000 m Friction Angle phi = 38.500 deg. Avg. Eff. Unit Wt. = 10.00000 kN/ m**3 k = 35288.000 kN/m3 C1 = 4.04577 C2 = 4.06556 C3 = 85.05375 A = .90000 Pus = 31459.017 kN/ m Pud = 137787.070 kN/ m Pu = 31459.017 kN/ m p-multiplier = 1.00000 y-multiplier = 1.00000 If Pud <= Pus then actual depth is used in place of equivalent depth in computations. y, m p, kN/ m ---------------- ----------------- .0000 .000 .0083 7199.831 .0167 13525.064 .0250 18480.036 .0333 22024.320 .0417 24397.974 .0500 25918.334 .0583 26864.520 .0667 27442.864 .0750 27792.486 .0833 28002.430 .0917 28127.993 .1000 28202.909 .2250 28313.069 6.2250 28313.114 12.2250 28313.114 18.2250 28313.114 p-y Curve Computed Using API Sand Criteria Soil Layer Number = 3 Depth below pile head = 28.000 m Depth below ground surface = 28.000 m Equivalent Depth (see note) = 26.033 m Diameter = 6.000 m Friction Angle phi = 38.500 deg. Avg. Eff. Unit Wt. = 10.00000 kN/ m**3 k = 35288.000 kN/m3 C1 = 4.04577 C2 = 4.06556 C3 = 85.05375 A = .90000 Pus = 33768.955 kN/ m Pud = 142890.295 kN/ m Pu = 33768.955 kN/ m p-multiplier = 1.00000 y-multiplier = 1.00000 If Pud <= Pus then actual depth is used in place of equivalent depth in computations. y, m p, kN/ m ---------------- ----------------- .0000 .000 .0083 7497.505 .0167 14134.802 .0250 19405.829 .0333 23242.270 .0417 25860.909 .0500 27570.909 .0583 28655.498 .0667 29330.752 .0750 29746.308 .0833 30000.220 .0917 30154.687 .1000 30248.406 .2250 30391.984 6.2250 30392.059 12.2250 30392.059 18.2250 30392.059 p-y Curve Computed Using API Sand Criteria Soil Layer Number = 3 Depth below pile head = 29.000 m Depth below ground surface = 29.000 m Equivalent Depth (see note) = 27.033 m Diameter = 6.000 m Friction Angle phi = 38.500 deg. Avg. Eff. Unit Wt. = 10.00000 kN/ m**3 k = 35288.000 kN/m3 C1 = 4.04577 C2 = 4.06556 C3 = 85.05375 A = .90000 Pus = 36159.810 kN/ m Pud = 147993.520 kN/ m Pu = 36159.810 kN/ m p-multiplier = 1.00000 y-multiplier = 1.00000 If Pud <= Pus then actual depth is used in place of equivalent depth in computations. y, m p, kN/ m ---------------- ----------------- .0000 .000 .0083 7795.047 .0167 14744.190 .0250 20332.763 .0333 24466.403 .0417 27338.492 .0500 29248.384 .0583 30481.649 .0667 31262.952 .0750 31751.960 .0833 32055.704 .0917 32243.483 .1000 32359.230 .2250 32543.706 6.2250 32543.828 12.2250 32543.828 18.2250 32543.828 p-y Curve Computed Using API Sand Criteria Soil Layer Number = 3 Depth below pile head = 30.000 m Depth below ground surface = 30.000 m Equivalent Depth (see note) = 28.033 m Diameter = 6.000 m Friction Angle phi = 38.500 deg. Avg. Eff. Unit Wt. = 10.00000 kN/ m**3 k = 35288.000 kN/m3 C1 = 4.04577 C2 = 4.06556 C3 = 85.05375 A = .90000 Pus = 38631.579 kN/ m Pud = 153096.744 kN/ m Pu = 38631.579 kN/ m p-multiplier = 1.00000 y-multiplier = 1.00000 If Pud <= Pus then actual depth is used in place of equivalent depth in computations. y, m p, kN/ m ---------------- ----------------- .0000 .000 .0083 8092.462 .0167 15353.180 .0250 21260.487 .0333 25695.774 .0417 28829.124 .0500 30948.696 .0583 32340.725 .0667 33237.274 .0750 33807.468 .0833 34167.201 .0917 34393.005 .1000 34534.290 .2250 34768.229 6.2250 34768.421 12.2250 34768.421 18.2250 34768.421 p-y Curve Computed Using API Sand Criteria Soil Layer Number = 3 Depth below pile head = 31.000 m Depth below ground surface = 31.000 m Equivalent Depth (see note) = 29.033 m Diameter = 6.000 m Friction Angle phi = 38.500 deg. Avg. Eff. Unit Wt. = 10.00000 kN/ m**3 k = 35288.000 kN/m3 C1 = 4.04577 C2 = 4.06556 C3 = 85.05375 A = .90000 Pus = 41184.265 kN/ m Pud = 158199.969 kN/ m Pu = 41184.265 kN/ m p-multiplier = 1.00000 y-multiplier = 1.00000 If Pud <= Pus then actual depth is used in place of equivalent depth in computations. y, m p, kN/ m ---------------- ----------------- .0000 .000 .0083 8389.754 .0167 15961.739 .0250 22188.706 .0333 26929.554 .0417 30331.353 .0500 32669.910 .0583 34230.562 .0667 35251.563 .0750 35910.851 .0833 36332.989 .0917 36601.819 .1000 36772.429 .2250 37065.543 6.2250 37065.837 12.2250 37065.837 18.2250 37065.837 p-y Curve Computed Using API Sand Criteria Soil Layer Number = 3 Depth below pile head = 32.000 m Depth below ground surface = 32.000 m Equivalent Depth (see note) = 30.033 m Diameter = 6.000 m Friction Angle phi = 38.500 deg. Avg. Eff. Unit Wt. = 10.00000 kN/ m**3 k = 35288.000 kN/m3 C1 = 4.04577 C2 = 4.06556 C3 = 85.05375 A = .90000 Pus = 43817.865 kN/ m Pud = 163303.194 kN/ m Pu = 43817.865 kN/ m p-multiplier = 1.00000 y-multiplier = 1.00000 If Pud <= Pus then actual depth is used in place of equivalent depth in computations. y, m p, kN/ m ---------------- ----------------- .0000 .000 .0083 8686.929 .0167 16569.844 .0250 23117.175 .0333 28167.011 .0417 31843.853 .0500 34410.213 .0583 36149.083 .0667 37303.704 .0750 38060.125 .0833 38551.313 .0917 38868.441 .1000 39072.430 .2250 39435.636 6.2250 39436.078 12.2250 39436.078 18.2250 39436.078 p-y Curve Computed Using API Sand Criteria Soil Layer Number = 3 Depth below pile head = 33.000 m Depth below ground surface = 33.000 m Equivalent Depth (see note) = 31.033 m Diameter = 6.000 m Friction Angle phi = 38.500 deg. Avg. Eff. Unit Wt. = 10.00000 kN/ m**3 k = 35288.000 kN/m3 C1 = 4.04577 C2 = 4.06556 C3 = 85.05375 A = .90000 Pus = 46532.381 kN/ m Pud = 168406.419 kN/ m Pu = 46532.381 kN/ m p-multiplier = 1.00000 y-multiplier = 1.00000 If Pud <= Pus then actual depth is used in place of equivalent depth in computations. y, m p, kN/ m ---------------- ----------------- .0000 .000 .0083 8983.989 .0167 17177.478 .0250 24045.689 .0333 29407.506 .0417 33365.425 .0500 36167.915 .0583 38094.302 .0667 39391.632 .0750 40253.316 .0833 40820.397 .0917 41191.340 .1000 41433.020 .2250 41878.492 6.2250 41879.142 12.2250 41879.142 18.2250 41879.142 p-y Curve Computed Using API Sand Criteria Soil Layer Number = 3 Depth below pile head = 34.000 m Depth below ground surface = 34.000 m Equivalent Depth (see note) = 32.033 m Diameter = 6.000 m Friction Angle phi = 38.500 deg. Avg. Eff. Unit Wt. = 10.00000 kN/ m**3 k = 35288.000 kN/m3 C1 = 4.04577 C2 = 4.06556 C3 = 85.05375 A = .90000 Pus = 49327.813 kN/ m Pud = 173509.644 kN/ m Pu = 49327.813 kN/ m p-multiplier = 1.00000 y-multiplier = 1.00000 If Pud <= Pus then actual depth is used in place of equivalent depth in computations. y, m p, kN/ m ---------------- ----------------- .0000 .000 .0083 9280.942 .0167 17784.634 .0250 24974.076 .0333 30650.477 .0417 34894.980 .0500 37941.443 .0583 40064.329 .0667 41513.340 .0750 42488.469 .0833 43138.453 .0917 43568.952 .1000 43852.877 .2250 44394.092 6.2250 44395.030 12.2250 44395.030 18.2250 44395.030 p-y Curve Computed Using API Sand Criteria Soil Layer Number = 3 Depth below pile head = 35.000 m Depth below ground surface = 35.000 m Equivalent Depth (see note) = 33.033 m Diameter = 6.000 m Friction Angle phi = 38.500 deg. Avg. Eff. Unit Wt. = 10.00000 kN/ m**3 k = 35288.000 kN/m3 C1 = 4.04577 C2 = 4.06556 C3 = 85.05375 A = .90000 Pus = 52204.160 kN/ m Pud = 178612.868 kN/ m Pu = 52204.160 kN/ m p-multiplier = 1.00000 y-multiplier = 1.00000 If Pud <= Pus then actual depth is used in place of equivalent depth in computations. y, m p, kN/ m ---------------- ----------------- .0000 .000 .0083 9577.790 .0167 18391.307 .0250 25902.197 .0333 31895.433 .0417 36431.533 .0500 39729.335 .0583 42057.367 .0667 43666.881 .0750 44763.656 .0833 45503.686 .0917 45999.684 .1000 46330.637 .2250 46982.411 6.2250 46983.742 12.2250 46983.742 18.2250 46983.742 p-y Curve Computed Using API Sand Criteria Soil Layer Number = 3 Depth below pile head = 36.000 m Depth below ground surface = 36.000 m Equivalent Depth (see note) = 34.033 m Diameter = 6.000 m Friction Angle phi = 38.500 deg. Avg. Eff. Unit Wt. = 10.00000 kN/ m**3 k = 35288.000 kN/m3 C1 = 4.04577 C2 = 4.06556 C3 = 85.05375 A = .90000 Pus = 55161.422 kN/ m Pud = 183716.093 kN/ m Pu = 55161.422 kN/ m p-multiplier = 1.00000 y-multiplier = 1.00000 If Pud <= Pus then actual depth is used in place of equivalent depth in computations. y, m p, kN/ m ---------------- ----------------- .0000 .000 .0083 9874.538 .0167 18997.498 .0250 26829.936 .0333 33141.944 .0417 37974.196 .0500 41530.236 .0583 44071.714 .0667 45850.378 .0750 47076.981 .0833 47914.303 .0917 48481.923 .1000 48864.898 .2250 49643.420 6.2250 49645.279 12.2250 49645.279 18.2250 49645.279 ------------------------------------------------------------------------------ Computed Values of Load Distribution and Deflection for Lateral Loading for Load Case Number 1 ------------------------------------------------------------------------------ Pile-head boundary conditions are Shear and Moment (BC Type 1) Specified shear force at pile head = 3910.000 kN Specified bending moment at pile head = 124385.000 m- kN Specified axial load at pile head = 8582.000 kN Non-zero moment for this load case indicates the pile-head may rotate under the applied pile-head loading, but is not a free-head (zero moment )condition. Depth Deflect. Moment Shear Slope Total Soil Res X y M V S Stress p m m kN- m kN Rad. kN/ m**2 kN/ m -------- --------- ----------- ----------- ----------- ----------- ----------- 0.000 .022635 124385.0000 3910.0000 -.002413 83221.7633 0.0000 .143 .022291 124946.5196 3908.3091 -.002396 83562.8552 -23.6728 .286 .021950 125507.5350 3903.1877 -.002379 83903.6408 -48.0269 .429 .021612 126067.5491 3894.5415 -.002362 84243.8182 -73.0191 .571 .021275 126626.0517 3882.2829 -.002344 84583.0774 -98.6023 .714 .020942 127182.5206 3866.3308 -.002327 84921.1013 -124.7258 .857 .020611 127736.4226 3846.6122 -.002309 85257.5659 -151.3354 1.000 .020282 128287.2146 3823.0616 -.002291 85592.1414 -178.3736 1.143 .019956 128834.3446 3795.6220 -.002274 85924.4924 -205.7800 1.286 .019632 129377.2533 3764.2455 -.002256 86254.2792 -233.4917 1.429 .019311 129915.3750 3728.8929 -.002238 86581.1582 -261.4435 1.571 .018993 130448.1392 3689.5350 -.002220 86904.7827 -289.5682 1.714 .018677 130974.9718 3646.1517 -.002202 87224.8042 -317.7975 1.857 .018364 131495.2966 3598.7332 -.002184 87540.8725 -346.0619 2.000 .018053 132008.5367 3547.2793 -.002166 87852.6373 -374.2915 2.143 .017745 132514.1159 3491.8002 -.002148 88159.7485 -402.4164 2.286 .017439 133011.4601 3432.3157 -.002129 88461.8575 -430.3670 2.429 .017137 133499.9989 3368.8556 -.002111 88758.6176 -458.0746 2.571 .016836 133979.1667 3301.4594 -.002093 89049.6854 -485.4720 2.714 .016539 134448.4043 3230.1761 -.002074 89334.7211 -512.4934 2.857 .016244 134907.1601 3155.0641 -.002056 89613.3897 -539.0752 3.000 .015951 135354.8916 3076.1904 -.002037 89885.3616 -565.1563 3.143 .015662 135791.0665 2993.6308 -.002018 90150.3136 -590.6780 3.286 .015375 136215.1637 2907.4692 -.002000 90407.9290 -615.5851 3.429 .015090 136626.6750 2817.7970 -.001981 90657.8992 -639.8252 3.571 .014809 137025.1056 2724.7131 -.001962 90899.9236 -663.3495 3.714 .014530 137409.9753 2628.3229 -.001943 91133.7105 -686.1129 3.857 .014254 137780.8195 2528.7382 -.001924 91358.9777 -708.0738 4.000 .013980 138137.1899 2426.0761 -.001905 91575.4529 -729.1945 4.143 .013709 138478.6554 2320.4593 -.001886 91782.8742 -749.4410 4.286 .013441 138804.8029 2212.0147 -.001867 91980.9906 -768.7832 4.429 .013176 139115.2375 2100.8734 -.001848 92169.5623 -787.1949 4.571 .012913 139409.5834 1987.1700 -.001829 92348.3611 -804.6534 4.714 .012653 139687.4842 1871.0419 -.001809 92517.1704 -821.1399 4.857 .012396 139948.6035 1752.6291 -.001790 92675.7858 -836.6391 5.000 .012142 140192.6249 1620.5186 -.001771 92824.0152 -1012.9083 5.143 .011890 140415.9510 1471.8851 -.001752 92959.6734 -1067.9608 5.286 .011641 140617.4583 1317.6048 -.001732 93082.0778 -1091.9633 5.429 .011395 140796.6569 1159.9909 -.001713 93190.9310 -1114.6311 5.571 .011152 140953.0841 999.2366 -.001693 93285.9518 -1135.9292 5.714 .010911 141086.3053 835.5396 -.001674 93366.8763 -1155.8281 5.857 .010674 141195.9144 669.1016 -.001655 93433.4577 -1174.3043 6.000 .010439 141281.5342 500.1270 -.001635 93485.4669 -1191.3398 6.143 .010207 141342.8171 328.8226 -.001616 93522.6929 -1206.9219 6.286 .009977 141379.4450 155.3966 -.001596 93544.9423 -1221.0429 6.429 .009750 141391.1299 -19.9422 -.001577 93552.0402 -1233.7001 6.571 .009527 141377.6133 -196.9848 -.001557 93543.8296 -1244.8957 6.714 .009306 141338.6668 -375.5227 -.001538 93520.1718 -1254.6357 6.857 .009087 141274.0916 -555.3489 -.001518 93480.9460 -1262.9307 7.000 .008872 141183.7185 -736.2579 -.001499 93426.0494 -1269.7946 7.143 .008659 141067.4073 -918.0464 -.001479 93355.3968 -1275.2451 7.286 .008449 140925.0470 -1100.5141 -.001460 93268.9208 -1279.3028 7.429 .008242 140756.5546 -1283.4637 -.001441 93166.5711 -1281.9914 7.571 .008038 140561.8753 -1466.7014 -.001421 93048.3143 -1283.3369 7.714 .007836 140340.9818 -1650.0375 -.001402 92914.1337 -1283.3677 7.857 .007637 140093.8733 -1833.2862 -.001383 92764.0291 -1282.1143 8.000 .007441 139820.5757 -2016.2664 -.001363 92598.0160 -1279.6088 8.143 .007247 139521.1399 -2198.8017 -.001344 92416.1255 -1275.8848 8.286 .007057 139195.6421 -2380.7204 -.001325 92218.4037 -1270.9773 8.429 .006869 138844.1825 -2561.8561 -.001306 92004.9115 -1264.9221 8.571 .006684 138466.8848 -2742.0474 -.001287 91775.7242 -1257.7561 8.714 .006501 138063.8951 -2921.1383 -.001268 91530.9304 -1249.5167 8.857 .006322 137635.3818 -3098.9782 -.001249 91270.6324 -1240.2419 9.000 .006145 137181.5342 -3275.4219 -.001230 90994.9453 -1229.9700 9.143 .005970 136702.5620 -3450.3297 -.001211 90703.9963 -1218.7393 9.286 .005799 136198.6944 -3623.5674 -.001192 90397.9248 -1206.5884 9.429 .005630 135670.1797 -3795.0062 -.001173 90076.8815 -1193.5556 9.571 .005464 135117.2837 -3964.5230 -.001155 89741.0280 -1179.6792 9.714 .005300 134540.2898 -4131.9999 -.001136 89390.5364 -1164.9973 9.857 .005139 133939.4978 -4297.3245 -.001118 89025.5887 -1149.5473 10.000 .004981 133315.2230 -4460.3898 -.001099 88646.3765 -1133.3666 10.143 .004825 132667.7957 -4621.0940 -.001081 88253.1005 -1116.4917 10.286 .004672 131997.5605 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80825.3884 -803.1050 12.429 .002679 119476.4626 -6807.3179 -8.020E-04 80240.1002 -779.5847 12.571 .002565 118497.0068 -6916.9948 -7.856E-04 79645.1353 -755.8909 12.714 .002454 117502.1047 -7023.2761 -7.694E-04 79040.7877 -732.0476 12.857 .002345 116492.2431 -7126.1422 -7.533E-04 78427.3530 -708.0780 13.000 .002239 115467.9111 -7225.5767 -7.373E-04 77805.1284 -684.0050 13.143 .002135 114429.6004 -7321.5664 -7.215E-04 77174.4124 -659.8504 13.286 .002033 113377.8040 -7414.1011 -7.058E-04 76535.5047 -635.6357 13.429 .001933 112313.0164 -7503.1737 -6.902E-04 75888.7055 -611.3814 13.571 .001836 111235.7325 -7588.7801 -6.748E-04 75234.3156 -587.1075 13.714 .001740 110146.4482 -7670.9188 -6.596E-04 74572.6359 -562.8336 13.857 .001647 109045.6588 -7749.5910 -6.445E-04 73903.9677 -538.5784 14.000 .001556 107933.8596 -7835.1190 -6.295E-04 73228.6116 -658.8128 14.143 .001467 106808.5970 -7927.1188 -6.148E-04 72545.0772 -629.1847 14.286 .001381 105670.4759 -8014.8520 -6.001E-04 71853.7320 -599.0802 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-2.487E-04 50036.6057 190.3740 18.571 -3.63E-04 68502.0822 -8751.8730 -2.392E-04 49276.0026 212.4383 18.714 -3.96E-04 67254.2698 -8719.9805 -2.298E-04 48518.0261 234.0567 18.857 -4.28E-04 66011.2228 -8685.0320 -2.207E-04 47762.9442 255.2233 19.000 -4.59E-04 64773.3732 -8647.0922 -2.117E-04 47011.0195 275.9330 19.143 -4.89E-04 63541.1440 -8606.2269 -2.028E-04 46262.5089 296.1809 19.286 -5.17E-04 62314.9485 -8562.5024 -1.942E-04 45517.6634 315.9626 19.429 -5.44E-04 61095.1908 -8515.9855 -1.857E-04 44776.7285 335.2742 19.571 -5.70E-04 59882.2651 -8466.7436 -1.773E-04 44039.9437 354.1120 19.714 -5.95E-04 58676.5560 -8414.8447 -1.692E-04 43307.5425 372.4729 19.857 -6.18E-04 57478.4385 -8360.3570 -1.612E-04 42579.7529 390.3542 20.000 -6.41E-04 56288.2777 -8303.3494 -1.533E-04 41856.7965 407.7533 20.143 -6.62E-04 55106.4289 -8243.8907 -1.456E-04 41138.8891 424.6684 20.286 -6.83E-04 53933.2375 -8182.0502 -1.381E-04 40426.2407 441.0978 20.429 -7.02E-04 52769.0390 -8117.8975 -1.308E-04 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24071.4412 -5561.0736 1.912E-05 22286.8623 712.3171 24.714 -8.90E-04 23284.2452 -5459.1624 2.238E-05 21808.6846 714.4403 24.857 -8.87E-04 22511.6257 -5356.9764 2.554E-05 21339.3612 716.1638 25.000 -8.83E-04 21753.6179 -5254.5723 2.859E-05 20878.9137 717.4929 25.143 -8.79E-04 21010.2492 -5152.0062 3.153E-05 20427.3586 718.4333 25.286 -8.74E-04 20281.5388 -5049.3331 3.438E-05 19984.7076 718.9903 25.429 -8.69E-04 19567.4983 -4946.6074 3.712E-05 19550.9678 719.1696 25.571 -8.63E-04 18868.1314 -4843.8826 3.977E-05 19126.1413 718.9769 25.714 -8.58E-04 18183.4343 -4741.2116 4.232E-05 18710.2260 718.4178 25.857 -8.51E-04 17513.3958 -4638.6461 4.478E-05 18303.2149 717.4981 26.000 -8.45E-04 16857.9971 -4536.2375 4.714E-05 17905.0967 716.2234 26.143 -8.38E-04 16217.2123 -4434.0358 4.942E-05 17515.8556 714.5997 26.286 -8.31E-04 15591.0085 -4332.0907 5.161E-05 17135.4717 712.6326 26.429 -8.23E-04 14979.3456 -4230.4506 5.372E-05 16763.9205 710.3279 26.571 -8.15E-04 14382.1766 -4129.1635 5.574E-05 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7112.2836 -2682.2121 7.741E-05 11985.1184 632.2074 28.857 -6.59E-04 6735.4660 -2592.4095 7.837E-05 11756.2227 625.0285 29.000 -6.48E-04 6371.4030 -2503.6496 7.927E-05 11535.0747 617.6108 29.143 -6.36E-04 6019.9432 -2415.9660 8.012E-05 11321.5825 609.9593 29.286 -6.25E-04 5680.9305 -2329.3919 8.093E-05 11115.6511 602.0786 29.429 -6.13E-04 5354.2042 -2243.9596 8.169E-05 10917.1831 593.9735 29.571 -6.01E-04 5039.5989 -2159.7009 8.240E-05 10726.0779 585.6485 29.714 -5.89E-04 4736.9448 -2076.6468 8.308E-05 10542.2324 577.1081 29.857 -5.78E-04 4446.0676 -1994.8279 8.371E-05 10365.5406 568.3566 30.000 -5.66E-04 4166.7887 -1914.2740 8.430E-05 10195.8943 559.3983 30.143 -5.53E-04 3898.9254 -1835.0143 8.486E-05 10033.1823 550.2374 30.286 -5.41E-04 3642.2908 -1757.0775 8.538E-05 9877.2910 540.8778 30.429 -5.29E-04 3396.6939 -1680.4917 8.586E-05 9728.1046 531.3234 30.571 -5.17E-04 3161.9398 -1605.2845 8.632E-05 9585.5045 521.5782 30.714 -5.04E-04 2937.8296 -1531.4827 8.674E-05 9449.3701 511.6457 30.857 -4.92E-04 2724.1606 -1459.1131 8.713E-05 9319.5781 501.5295 31.000 -4.80E-04 2520.7265 -1388.2015 8.749E-05 9196.0032 491.2330 31.143 -4.67E-04 2327.3171 -1318.7734 8.782E-05 9078.5177 480.7596 31.286 -4.54E-04 2143.7187 -1250.8540 8.813E-05 8966.9919 470.1125 31.429 -4.42E-04 1969.7142 -1184.4678 8.841E-05 8861.2938 459.2946 31.571 -4.29E-04 1805.0826 -1119.6389 8.867E-05 8761.2893 448.3090 31.714 -4.16E-04 1649.5999 -1056.3913 8.891E-05 8666.8423 437.1584 31.857 -4.04E-04 1503.0385 -994.7481 8.913E-05 8577.8144 425.8456 32.000 -3.91E-04 1365.1676 -934.7325 8.932E-05 8494.0655 414.3732 32.143 -3.78E-04 1235.7531 -876.3670 8.950E-05 8415.4534 402.7435 32.286 -3.65E-04 1114.5576 -819.6740 8.967E-05 8341.8338 390.9589 32.429 -3.53E-04 1001.3406 -764.6754 8.981E-05 8273.0609 379.0216 32.571 -3.40E-04 895.8587 -711.3929 8.994E-05 8208.9864 366.9336 32.714 -3.27E-04 797.8650 -659.8478 9.006E-05 8149.4607 354.6970 32.857 -3.14E-04 707.1099 -610.0614 9.016E-05 8094.3321 342.3135 33.000 -3.01E-04 623.3407 -562.0543 9.025E-05 8043.4469 329.7850 33.143 -2.88E-04 546.3016 -515.8473 9.033E-05 7996.6500 317.1129 33.286 -2.75E-04 475.7342 -471.4608 9.040E-05 7953.7842 304.2988 33.429 -2.62E-04 411.3769 -428.9149 9.047E-05 7914.6907 291.3441 33.571 -2.49E-04 352.9653 -388.2296 9.052E-05 7879.2089 278.2500 33.714 -2.37E-04 300.2322 -349.4247 9.056E-05 7847.1765 265.0178 33.857 -2.24E-04 252.9076 -312.5200 9.060E-05 7818.4295 251.6484 34.000 -2.11E-04 210.7186 -277.5349 9.063E-05 7792.8020 238.1429 34.143 -1.98E-04 173.3897 -244.4889 9.066E-05 7770.1267 224.5020 34.286 -1.85E-04 140.6424 -213.4011 9.068E-05 7750.2346 210.7267 34.429 -1.72E-04 112.1956 -184.2908 9.070E-05 7732.9547 196.8176 34.571 -1.59E-04 87.7655 -157.1770 9.071E-05 7718.1148 182.7753 34.714 -1.46E-04 67.0654 -132.0788 9.072E-05 7705.5407 168.6002 34.857 -1.33E-04 49.8062 -109.0150 9.073E-05 7695.0567 154.2930 35.000 -1.20E-04 35.6958 -88.0045 9.074E-05 7686.4854 139.8539 35.143 -1.07E-04 24.4396 -69.0661 9.074E-05 7679.6479 125.2832 35.286 -9.41E-05 15.7402 -52.2186 9.074E-05 7674.3634 110.5813 35.429 -8.11E-05 9.2975 -37.4808 9.075E-05 7670.4499 95.7483 35.571 -6.81E-05 4.8088 -24.8713 9.075E-05 7667.7233 80.7843 35.714 -5.52E-05 1.9689 -14.4089 9.075E-05 7665.9982 65.6895 35.857 -4.22E-05 .4695 -6.1123 9.075E-05 7665.0874 50.4639 36.000 -2.92E-05 0.0000 0.0000 9.075E-05 7664.8022 35.1077 Output Verification: Computed forces and moments are within specified convergence limits. Output Summary for Load Case No. 1: Pile-head deflection = .02263483 m Computed slope at pile head = -.00241329 Maximum bending moment = 141391.130 kN- m Maximum shear force = -8891.114 kN Depth of maximum bending moment = 6.42857143 m Depth of maximum shear force = 17.286 m Number of iterations = 8 Number of zero deflection points = 1 ------------------------------------------------------------------------------ Summary of Pile-head Response ------------------------------------------------------------------------------ Definition of symbols for pile-head boundary conditions: y = pile-head displacment, m M = pile-head moment, kN- m V = pile-head shear force, kN S = pile-head slope, radians R = rotational stiffness of pile-head, m- kN/rad BC Boundary Boundary Axial Pile Head Maximum Maximum Type Condition Condition Load Deflection Moment Shear 1 2 kN m m- kN kN ---- ------------ ------------ ----------- ----------- ----------- ----------- 1 V= 3910.000 M= 1.24E+05 8582.0000 .022635 141391.1299 -8891.1145 ------------------------------------------------------------------------------ Computed Pile-head Stiffness Matrix Members K22, K23, K32, K33 for Superstructure ------------------------------------------------------------------------------ Lateral K22 K23 Bending K32 K33 Load Moment kN kN/ m kN/Rad m- kN m- kN/ m m- kN/Rad ----------- ----------- ----------- ----------- ----------- ----------- 391.0000 1.77559E+06 1.44671E+07 12438.5002 1.44672E+07 1.85526E+08 1177.0273 1.77533E+06 1.44651E+07 37443.6160 1.44662E+07 1.85515E+08 1865.5441 1.77488E+06 1.44618E+07 59346.7273 1.44646E+07 1.85497E+08 2354.0546 1.77445E+06 1.44584E+07 74887.2320 1.44629E+07 1.85480E+08 2732.9727 1.77404E+06 1.44553E+07 86941.3840 1.44613E+07 1.85463E+08 3042.5714 1.77366E+06 1.44525E+07 96790.3433 1.44599E+07 1.85448E+08 3304.3333 1.77331E+06 1.44498E+07 105117.5197 1.44586E+07 1.85434E+08 3531.0818 1.77298E+06 1.44473E+07 112330.8480 1.44573E+07 1.85421E+08 3731.0882 1.77267E+06 1.44450E+07 118693.4545 1.44562E+07 1.85408E+08 3910.0000 1.77238E+06 1.44428E+07 124385.0000 1.44551E+07 1.85397E+08 The analysis ended normally.