Laserfiche WebLink
rrII.II--'ID-IIIIITI <br />16- Inch_EH_Driven . <br />(Depth of the Iowest soil Iayer extends I0.000 ft belou rhe pile tip) <br />Ip9o <br />summary of lnput Soil. Propc!ties <br />Layer <br />Layer <br />Nun, <br />soil Type <br />Name(p-y Curve Type) <br />Layer <br />Depthft <br />Effectlve <br />uni ! lt.pcf <br />Undrained <br />Cohes ion <br />psf <br />Angl.e ofEriction <br />deg. <br />E50 <br />kpypci <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />7 <br />I <br />9 <br />10 <br />Sand <br />(Reese, e! al. )Stiff Clay <br />e/o Free tllater: <br />Stiff clay <br />!,,ith ErEe Water <br />Soft <br />cl aY <br />Sti ff CIdy <br />Hith Free l{ate r <br />sand <br />{Reese, et aI. )Stilf CIay <br />with Free Aater <br />sand(Re€se, et a]. ) <br />Sti ff CLay <br />lri th Eree l{at e r <br />Sand <br />(Reese, et al,, ) <br />115. 0000 <br />115. 0000 <br />115 . 0000 <br />r15.0000 <br />52. 6000 <br />52 . 6000 <br />42. ?000 <br />42.?000 <br />52 . 6000 <br />52. 5000 <br />57. 5000 <br />5? . 6000 <br />52.8000 <br />52.8000 <br />5?. 6000 <br />s?. 6000 <br />s2. 6000 <br />52. 6000 <br />62. 6000 <br />52 .6000 <br />0.00 <br />2. 0000 <br />2. 0000 <br />5. 0000 <br />5. 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 />47.0000 <br />4?.0000 <br />5?. 0000 <br />57 . 0000 <br />70. 0000 <br />2 000 <br />2000 <br />2000 <br />2000 <br />l0. 0000 <br />30.0000 <br />32.0000 <br />32.0000 <br />36.0000 <br />35.0000 <br />3? .0000 <br />3-7 .0000 <br />0. 00500 <br />0.00500 <br />0.00500 <br />0.00500 <br />clefaul t <br />defaul t <br />defaul t <br />default <br />defaul t <br />defaul! <br />defaul ! <br />defaul t <br />default <br />default <br />default <br />defaul l <br />de faul t <br />de faul t <br />defaul t <br />defaul t <br />I000.0000 <br />1000. 0000 <br />r000. 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 />Stat ic Loading Typt <br />Sta!ic Ioading criteria lvere used l.lhen computing p-y curves for all analyses <br />Pile-head Loading ancl Pile-head Elxity Conditions <br />Number of loads specified = 2 <br />Load <br />No. <br />Load <br />Tvpe <br />Condi lion <br />I <br />Condi t ]on <br />2 <br />Axial Thlust <br />Force, lbs <br />Compute ToP y <br />vs. Pj.le Length <br />2 <br />v <br />v <br />0.250000 <br />0. 500000 <br />s=s=0.0000 in/ 1n <br />0.0000 in/rn 150000. <br />15 0000 . <br />in N,A <br />v = shea! force applie€l normal to pile axis <br />M = bendrng nomeot appl.ied to pile head <br />y = lateral deflection normal to pile axis <br />S - pile slope relalive to original pile batter angle <br />R = rotationaf stiffness applied to pile head <br />Page 6 <br />N.A <br />5 <br />5