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Physics, 02.08.2019 21:20 fatlenny

Undisturbed samples from a normally consolidated clay layer were collected during a subsoil exploration. drained triaxial tests showed that the effective friction angle was φ’ = 25°. the unconfined compressive strength, qu, of a similar specimen was found to be 133 kn/m2. find the pore pressure at failure for the unconfined compression test.

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