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

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A:

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A: Solution:- The complete calculation is shown below in the table.

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Q: H Rock Figure 15.47

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