for pile shown in fig. below, Sind Quдозжазт3mXX=30S=0.84Sang XXXKs=1+3 =16 kNm.꽃Q=36SandG= 0.74 ks = 104 85-4 1711.mclayси=50 кра207Xead = 18 KN 3Q2* Qu=Ap4 Qb = AP (CNC + BV₂NHj+0.5XD NY5m• Q₁ = {(ca + ks Sv tand*AsL=1۲/۵12mBAZAT CHEES

Given, Ap = 0.3 x 0.3 = 0.09 m2 L = 10 m

for Pile shown in fig. below, Sind Qu дозжазм 3m XX =30 S=0.84 Sand Ks=1.3 16 kN F Q=36 Sand G= 0.74 ks = 114 854 171 clay Q2 & Qu=Ap 4 Qb = AP (CNC + BV₂N4 j • Q₁ = {(ca + ks Sv tang) P ms fercies.of. L m

for Pile shown in fig. below, Sind Qu дозжазм 3m XX =30 S=0.84 Sand Ks=1.3 16 kN F Q=36 Sand G= 0.74 ks = 114 854 171 clay Q2 & Qu=Ap 4 Qb = AP (CNC + BV₂N4 j • Q₁ = {(ca + ks Sv tang) P ms fercies.of. L m

Principles of Foundation Engineering (MindTap Course List)

8th Edition

ISBN:9781305081550

Author:Braja M. Das

Publisher:Braja M. Das

Chapter9: Pile Foundations

Section: Chapter Questions

Problem 9.2P: Refer to the pile shown in Figure P9.1. Estimate the side resistance Qs by Using Eqs. (9.40) through...

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