Q4) For the pile-soil system shown in Fig. (4), estimate the required pile length to carry an ultimate vertical load of 2400 kN. Use Berezantsev's method in computing the end bearing resistance. P= 2400 kN Ans.: L = 7.72 m G.L. Sand Y = 18.1 kN/m $ = 30° k, = 1.0 5 m W.T. Soft Clay Ysat = 20.6 kN/m c = 20 kN/m2 8 m Dense Sand Ysat = 21 kN/m $ = 40° k, = 1.5

Q4) For the pile-soil system shown in Fig. (4), estimate the required pile length to carry an ultimate vertical load of 2400 kN. Use Berezantsev's method in computing the end bearing resistance. P= 2400 kN Ans.: L = 7.72 m G.L. Sand Y = 18.1 kN/m $ = 30° k, = 1.0 5 m W.T. Soft Clay Ysat = 20.6 kN/m c = 20 kN/m2 8 m Dense Sand Ysat = 21 kN/m $ = 40° k, = 1.5

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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