Situation 5 - A rectangular pile (0.77 x 0.72 m.) is driven in a clayey soil arrangement composed of two different layers. First layer has a height of 7 m., cohesion of 53 kPa, friction factor of 0.89. Second layer has a height of 8 m., cohesion of 78 kPa, and friction factor of 0.88. (A.) Compute the skin friction resistance in kN. Round off to two decimal

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 12.14P
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Situation 5 - A rectangular pile (0.77 x 0.72 m.) is driven in a clayey soil arrangement composed of two different layers. First layer has a height of 7 m., cohesion of 53 kPa, friction factor of 0.89. Second layer has a height of 8 m., cohesion of 78 kPa, and friction factor of 0.88. (A.) Compute the skin friction resistance in kN. Round off to two decimal places. (B.) Compute the end bearing capacity in kN. Round off to two decimal places. (C.) Compute the allowable load, in kN, that the pile can carry if the factor of safety is 2.00. Round off to two decimal places.
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