A calculate the pore water pressure developed in the, Civil Engineering

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A calculate the pore water pressure developed in the

A NC clay has an effective friction angle of 28^o and zero effective cohesion. A CU test conducted on the clay gave the following results:

Confining stress = 105 kPa.
Deviator stress at failure = 97 kPa

a) Calculate the pore water pressure developed in the specimen at failure.

b) What would the deviator stress at failure have been if a CD test had been conducted with the same confining pressure (i.e., 105 kPa)?

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Civil Engineering: A calculate the pore water pressure developed in the

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