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A 0.30 m. x 0.30 m. concrete pile 22 m. long is driven in a clayey soil having an unconfined compressive strength of 110 kN/m². The unit weight of clayey soil is 18 kN/m³. Frictional constant is 0.76 due to skin friction. Assume a factor of safety equal to 2.0 and a bearing capacity factor No = 9. Compute the capacity of pile due to skin friction only.

A 0.30 m. x 0.30 m. concrete pile 22 m. long is driven in a clayey soil having an unconfined compressive strength of 110 kN/m². The unit weight of clayey soil is 18 kN/m³. Frictional constant is 0.76 due to skin friction. Assume a factor of safety equal to 2.0 and a bearing capacity factor No = 9. Compute the capacity of pile due to skin friction only.

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A 0.30 m. x 0.30 m. concrete pile 22 m. long is driven in a clayey soil having an unconfined compressive strength of 110 kN/m². The unit weight of clayey soil is 18 kN/m3. Frictional constant is 0.76 due to skin friction. Assume a factor of safety equal to 2.0 and a bearing capacity factor Nc = 9. Compute the capacity of pile due to skin friction only. %3D
Transcribed Image Text:A 0.30 m. x 0.30 m. concrete pile 22 m. long is driven in a clayey soil having an unconfined compressive strength of 110 kN/m². The unit weight of clayey soil is 18 kN/m3. Frictional constant is 0.76 due to skin friction. Assume a factor of safety equal to 2.0 and a bearing capacity factor Nc = 9. Compute the capacity of pile due to skin friction only. %3D
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