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.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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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