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Problem 4: A consolidated drained shear test is performed on a cohesionless soil sample. Failure occurred when the normal stress is 5800 psi and the shear stress is 3800 psi. (Include the diagram of the Moh'r Circle at failure plane) a. Compute the angle of internal friction. b. Compute the angle of failure plane. c. Compute the maximum principal stress

Problem 4: A consolidated drained shear test is performed on a cohesionless soil sample. Failure occurred when the normal stress is 5800 psi and the shear stress is 3800 psi. (Include the diagram of the Moh'r Circle at failure plane) a. Compute the angle of internal friction. b. Compute the angle of failure plane. c. Compute the maximum principal stress

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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Problem 4: A consolidated drained shear test is performed on a cohesionless soil sample. Failure occurred when the normal stress is 5800 psi and the shear stress is 3800 psi. (Include the diagram of the Moh’r Circle at failure plane)
a. Compute the angle of internal friction.
b. Compute the angle of failure plane.
c. Compute the maximum principal stress

Problem 4: A consolidated drained shear test is performed on a cohesionless soil sample. Failure occurred when the normal stress is 5800 psi and the shear stress is 3800 psi. (Include the diagram of the Moh'r Circle at failure plane) a. Compute the angle of internal friction. b. Compute the angle of failure plane. c. Compute the maximum principal stress
Transcribed Image Text:Problem 4: A consolidated drained shear test is performed on a cohesionless soil sample. Failure occurred when the normal stress is 5800 psi and the shear stress is 3800 psi. (Include the diagram of the Moh'r Circle at failure plane) a. Compute the angle of internal friction. b. Compute the angle of failure plane. c. Compute the maximum principal stress
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