Principles Of Foundation Engineering 9e
Principles Of Foundation Engineering 9e
9th Edition
ISBN: 9781337705035
Author: Das, Braja M.
Publisher: Cengage,
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Chapter 12, Problem 12.21P

Redo Problem 12.20 using Vesic’s method, assuming that the skin friction is distributed uniformly along the shaft.

12.20 A 600 mm diameter and 25 m long driven concrete pile carries a column load of 1200 kN. It is estimated that the shaft carries 900 kN and the point carries 300 kN. Determine the settlement of the pile head using the Poulos and Davis method with the following data:

Es = 25 MN/m2, Ep = 30,000 MN/m2, and μs = 0.2

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