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 12.15P: Solve Problem 12.13 using Eqs. (12.59) and (12.60).
12.13 A concrete pile 16 in. × 16 in. in cross...
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![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.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fd25f67b4-f291-4001-b7f8-384ae4c32ab1%2F436e6e66-2bd6-4de2-8e27-ae53ad84e4b5%2F8ys3o9r_processed.jpeg&w=3840&q=75)
Transcribed Image Text: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.
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