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 12.20P: A 600 mm diameter and 25 m long driven concrete pile carries a column load of 1200 kN. It is...
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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.
Transcribed Image Text: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.
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