A rectangular pile (0.67 x 0.5 m.) is driven in a clayey soil arrangement composed of two different layers. First layer has a height of 5 m., cohesion of 52 kPa, friction factor of 0.81. Second layer has a height of 6 m., cohesion of 70 kPa, and friction factor of 0.8. Compute the allowable load that the pile can carry if the factor of safety is 2.93. Round off to two decimal places.
A rectangular pile (0.67 x 0.5 m.) is driven in a clayey soil arrangement composed of two different layers. First layer has a height of 5 m., cohesion of 52 kPa, friction factor of 0.81. Second layer has a height of 6 m., cohesion of 70 kPa, and friction factor of 0.8. Compute the allowable load that the pile can carry if the factor of safety is 2.93. Round off to two decimal places.
Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter18: Pile Foundation
Section: Chapter Questions
Problem 18.10P
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A rectangular pile (0.67 x 0.5 m.) is driven in a clayey soil arrangement composed of two different layers. First layer has a height of 5 m., cohesion of 52 kPa, friction factor of 0.81. Second layer has a height of 6 m., cohesion of 70 kPa, and friction factor of 0.8. Compute the allowable load that the pile can carry if the factor of safety is 2.93.
Round off to two decimal places.
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