O Calculate Lateral movement and Maximum moment of a 12" by 12" precast concrete single pile which is subjected to a lateral force of 21 kips. The pile is driven into sandy soil. The compressive strength of concrete is 4000 psi. The pile is restricted head pile. Ground water table is 2 feet below the ground. Unit weight of soil is 110 pcf. Friction angle of soil is 32. Calculate based on Evans and Duncan's method.

O Calculate Lateral movement and Maximum moment of a 12" by 12" precast concrete single pile which is subjected to a lateral force of 21 kips. The pile is driven into sandy soil. The compressive strength of concrete is 4000 psi. The pile is restricted head pile. Ground water table is 2 feet below the ground. Unit weight of soil is 110 pcf. Friction angle of soil is 32. Calculate based on Evans and Duncan's method.

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 12.10P

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