Determine the effective stress strength parameters

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Reference no: EM13323471

following results were obtained from consolidated undrained tests on specimens of a saturated normally consolidated clay

cell pressure kN/m2 100 200 300
ultimate deviator stress kN/m2 137 210 283
ultimate pore pressure kN/m2 28 86 147

determine
a) effective stress strength parameters
b) undrained strength parameters

Reference no: EM13323471

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