A pile with a square cross-section, B × B = 0.5 m × 0.5 m, is driven in a clay soil which has an undrained strength of 40 kPa at the ground surface, increasing thereafter by 3 kPa per meter depth. (a) Determine the required length of an individual pile which is supposed to take a load of 500 kN on its top. Assume the factor of safety of 1.5 for both side shear and base resistance. The side shear on the pile may be taken as 55% of the soil's undrained strength.

A pile with a square cross-section, B × B = 0.5 m × 0.5 m, is driven in a clay soil which has an undrained strength of 40 kPa at the ground surface, increasing thereafter by 3 kPa per meter depth. (a) Determine the required length of an individual pile which is supposed to take a load of 500 kN on its top. Assume the factor of safety of 1.5 for both side shear and base resistance. The side shear on the pile may be taken as 55% of the soil's undrained strength.

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 12.36P: Figure P12.36 shows a 3 5 pile group consisting of 15 concrete piles of 400 mm diameter and 12 m in...

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