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Recent questions tagged triaxial-test
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GATE2015-1-14
In an unconsolidated undrained triaxial test, it is observed that an increase in cell pressure from $150$ kPa to $250$ kPa leads to a pore pressure increase $80$ kPa. It is further observed that, an increase of $50$ kPa in deviatoric stress results in an increase of $25$ kPa in the pore pressure. The value of $\textit{Skempton’s pore pressure parameter B}$ is $0.5$ $0.625$ $0.8$ $1.0$
In an unconsolidated undrained triaxial test, it is observed that an increase in cell pressure from $150$ kPa to $250$ kPa leads to a pore pressure increase $80$ kPa. It ...
Milicevic3306
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Milicevic3306
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Mar 26, 2018
Foundation Engineering
gate2015-ce-1
geotechnical-engineering
foundation-engineering
pore-pressure
triaxial-test
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2
GATE2014-1-14
For a saturated cohesive soil, a triaxial test yields the angle of internal friction $( \phi)$ as zero. The conducted test is Consolidated Drained (CD) test Consolidated Undrained (CU) test Unconfined Compression (UC) test Unconsolidated Undrained (UU) test
For a saturated cohesive soil, a triaxial test yields the angle of internal friction $( \phi)$ as zero. The conducted test isConsolidated Drained (CD) testConsolidated Un...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 25, 2018
Soil Mechanics
gate2014-ce-1
soil-mechanics
geotechnical-engineering
triaxial-test
saturated-cohesive-soil
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