Question: Undisturbed samples from a normally consolidated clay layer were collected during a field exploration program. Drained triaxial tests showed that the effective friction angle '

Undisturbed samples from a normally consolidated clay layer were collected during a field exploration program. Drained triaxial tests showed that the effective friction angle ϕ' = 28°. The unconfined compressive strength, qu, of a similar specimen was found to be 148 k N/m2. Determine the pore pressure at failure for the unconfined compression test.

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