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An Unconsolidated Undrained (UU) triaxial test is performed on a sample of saturated clay in the laboratory. The sample was subjected to a total

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An Unconsolidated Undrained (UU) triaxial test is performed on a sample of saturated clay in the laboratory. The sample was subjected to a total confining pressure of 500 psf and then sheared in compression with the drainage lines closed. If the deviator stress at failure was 250 psf, calculate the major principle stress at failure. Determine the total stress friction angle and cohesion.

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