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
Principles of Foundation Engineering (MindTap Course List)
9th Edition
ISBN:9781337705028
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter12: Pile Foundations
Section: Chapter Questions
Problem 12.20P: A 600 mm diameter and 25 m long driven concrete pile carries a column load of 1200 kN. It is...
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