Find the deviator stress and the pore water pressure

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Reference no: EM131373589

A consolidated-undrained triaxial test was conducted on a dense sand with a chamber-confining pressure of 138 kN/m². Results showed that φ' = 24° and φ = 31°. Determine the deviator stress and the pore water pressure at failure. If the sand were loose, what would have been the expected behavior? Explain.

Reference no: EM131373589

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