Last Updated On [03-11-2023]
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
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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A concrete gravity dam section is shown in the figure. Assuming unit weight of water as $10 \mathrm{kN} / \mathrm{m}^{3}$ and unit weight of concrete as $24 \mathrm{kN} / \mathrm{m}^{3},$ the uplift force per unit length of the dam (expressed in $\mathrm{kN} / \mathrm{m})$ at $\mathrm{PQ}$ is
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