A drained triaxial compression test on a saturated clay yielded the effective shear strength parameters as $c^{\prime}=15 \mathrm{kPa}$ and $\phi^{\prime}=22^{\circ} .$ Consolidated Undrained triaxial test on an identical sample of this clay at a cell pressure of $200 \mathrm{kPa}$ developed a pore water pressure of $150 \mathrm{kPa}$ at failure. The deviator stress (expressed in $\mathrm{kPa}$ ) at failure is

Question ID - 156324 :-

A drained triaxial compression test on a saturated clay yielded the effective shear strength parameters as $c^{\prime}=15 \mathrm{kPa}$ and $\phi^{\prime}=22^{\circ} .$ Consolidated Undrained triaxial test on an identical sample of this clay at a cell pressure of $200 \mathrm{kPa}$ developed a pore water pressure of $150 \mathrm{kPa}$ at failure. The deviator stress (expressed in $\mathrm{kPa}$ ) at failure is

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