Estimate the undrained shear strength of a sample

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Reference no: EM131137635

A CU triaxial test was conducted on a normally consolidated sample of a saturated clay. Its undrained shear strength at a mean effective stress of 100 kPa was 22 kPa. Estimate the undrained shear strength of a sample of this clay if R_o = 15 and the initial stresses are the same as the sample that was tested. The consolidation parameters are λ = 0.28 and k = 0.06.

Reference no: EM131137635

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