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For the given problem, the failure plane was inclined at an angle of 35° with the vertical to find the cohesion of the soil for an unconfined cylindrical specimen of clay fails under an stress of 240kN/m^2

For the given problem, the failure plane was inclined at an angle of 35° with the vertical to find the cohesion of the soil for an unconfined cylindrical specimen of clay fails under an stress of 240kN/m^2

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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Please provide solution asap with correct solution Answer is 84 KN/m^2
For the given problem, the failure plane was inclined at an angle of 35° with the vertical to find the cohesion of the soil for an unconfined cylindrical specimen of clay fails under an stress of 240kN/m^2
Transcribed Image Text:For the given problem, the failure plane was inclined at an angle of 35° with the vertical to find the cohesion of the soil for an unconfined cylindrical specimen of clay fails under an stress of 240kN/m^2
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