Determine the undrained shear strength

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Reference no: EM131137186

The results of a direct simple shear, constant volume test on an over consolidated clay with OCR = 4 at critical state are τ_cs = 63 kPa, ?u = 12 kPa, and σ_z = 100 kPa.

(a) Determine the undrained shear strength.

(b) Is the test result reasonable? Explain your answer.

Reference no: EM131137186

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