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Recent questions tagged shear-strength-parameters
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GATE2016-1-44
A drained triaxial compression test on a saturated clay yielded the effective shear strength parameters as $c’=15$ kPa and $\phi’=22^{\circ}$. Consolidated Undrained triaxial test on an identical sample of this clay at a cell pressure of $200$ kPa developed a pore water pressure of $150$ kPa at failure. The deviator stress (expressed in kPa) at failure is ________
Milicevic3306
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Soil Mechanics
Mar 28, 2018
by
Milicevic3306
11.9k
points
gate2016-ce-1
numerical-answers
soil-mechanics
geotechnical-engineering
shear-strength-parameters
0
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0
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2
GATE2014-1-16
A long slope is formed in a soil with shear strength parameters$: c'=0$ and $\phi=34^{\circ}$ ... of $1.5$, assuming a potential failure surface parallel to the slope, would be $45.3$ $44.7$ $12.3$ $11.3$
Milicevic3306
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Soil Mechanics
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2014-ce-1
soil-mechanics
geotechnical-engineering
shear-strength-parameters
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