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r f.r , -t f lt| I I D II \D - I E, - I - I <br />16 - I'lch_FR_D! iwen . Ip90 <br />(Depth of the lowest soil layer extends 10,000 (t below the pil.e tip) <br />Sr.uuna!y of Input SorI Properties <br />Layer <br />Laye r <br />Nun. <br />SoiI Type <br />Nane(p-y curve Type) <br />Layer <br />0epthft <br />Effect ive <br />Unit Bt. <br />pcf <br />Undrained <br />cohesion <br />psf <br />Ang]e of <br />rri ct i on <br />deq. <br />E50 <br />krm <br />kpv <br />1 <br />2 <br />3 <br />4 <br />5 <br />5 <br />1 <br />8 <br />9 <br />10 <br />sand(Reese, et aI. ) <br />Sli ff Clay <br />w/o Free Water <br />Stiff CIay <br />with Eree liater <br />soft <br />c 1ay <br />sti ff Clay <br />vrith Free Water <br />sand(Reese, et al. ) <br />Stj. ff Clay <br />with Free water <br />Sand <br />(Reese, et al. ) <br />Stiff Ci.ay <br />with Elee Bater <br />Sand <br />(Reese, et a1.) <br />0.00 <br />2 . 0000 <br />2. 0000 <br />5. 0000 <br />s.0000 <br />10.0000 <br />10.0000 <br />20. 0000 <br />20.0000 <br />32 .0000 <br />32.0000 <br />36.0000 <br />36.0000 <br />40. 0000 <br />40. 0000 <br />{7.0000 <br />4l,0000 <br />57.0000 <br />51. 0000 <br />?0,0000 <br />11s.0000 <br />115 . 0 000 <br />115.0000 <br />115.0000 <br />52.6000 <br />52,6000 <br />42.7000 <br />42.7000 <br />s2.6000 <br />52. 6000 <br />5?. 6000 <br />57. 6000 <br />52 .8 000 <br />s2.8000 <br />5?.6000 <br />57 .6000 <br />52.6000 <br />52. 6000 <br />62 ,6000 <br />62. 6000 <br />30. 0000 <br />30.0000 <br />36.0000 <br />36.0000 <br />37. 0000 <br />37. 0000 <br />defaul t <br />defaul ! <br />defaul t <br />default <br />1.000.0000 <br />r000. 0000 <br />1000.0000 <br />1000, 0000 <br />500.0000 <br />500.0000 <br />1500. <br />1500. <br />0.01000 <br />0.01000 <br />0. 01000 <br />0.01000 <br />0. 02000 <br />0.02000 <br />0.01000 <br />0 . 01000 <br />2 000 <br />2000 <br />2000 <br />2000 <br />0.00500 <br />0.00500 <br />0. 00500 <br />0. 00500 <br />default <br />defaul t <br />default <br />defaul t <br />defaul t <br />default <br />de faul t <br />defaul t <br />de faul t <br />default <br />cle fau I t <br />default <br />Stat ic Loading Type <br />statlc loading crj,teria uere used uhen computing p-y curves foE alI analyses <br />PiLe-head Loadrng and Pile-head Fixity Conditions <br />Nunber of loads specified = 2 <br />Load <br />No. <br />Load <br />Type <br />Condi tion <br />1 <br />Condi t 1on <br />2 <br />AxiaI Thrust <br />Eorce, Ibs <br />compute Top y <br />vs. Pj.le Length <br />ti0.250000 ro <br />0. 500000 rn <br />0.0000 in-1bs <br />0.0000 in-Ibs 150000, <br />r50000. <br />l'1 <br />M <br />M= <br />s= <br />shear force applied normal to pile axis <br />bending monent appLied to pile head <br />lateral deflection nolmal to piI€ axis <br />pile slope relative to original pile batter atrgle <br />rotational stiffness applied to pile head <br />Page 6 <br />N <br />32. 0000 <br />32. 0000