In a consolidated-drained triaxial test on a clay, the specimen failed at a deviator stress of 124 kN/m 2 . If the effective stress friction angle is known to be 31°, what was the effective confining...

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In a consolidated-drained triaxial test on a clay, the specimen failed at a deviator stress of 124 kN/m². If the effective stress friction angle is known to be 31°, what was the effective confining pressure at failure?

Answered Same Day Dec 25, 2021