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 (show all steps)
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 (show all steps)
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 12.9P: Determine the maximum load that can be allowed on the 450 mm diameter pile shown in Figure P12.9,...
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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
(show all steps)
Transcribed Image Text:(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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