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### Notes

**GEOTECHNICAL LABORATORY EXPERIMENTS**

**CE2251 SOIL MECHANICS**

**CE2308 SOIL MECHANICS LABORATORY**

**CE2257 STRENGTH OF MATERIALS LABORATORY**

**CE2305 FOUNDATION ENGINEERING**

**CE 2035 ROCK ENGINEERING**

**Home Entrance Engineering GATE Graduate Aptitude Test... Sample paper Graduate Aptitude Test in Engineering (GATE) Comp. Sc. Sample Paper 10**

**CE2201 MECHANICS OF SOLIDS**

**CE2352 DESIGN OF STEEL STRUCTURES**

**(GATE-Civil-Engg-2018)**

## A conventional drained triaxial compression test was conducted on a normally consolidated clay sample under an effective confining pressure of 200 kPa. The deviator stress at failure was found to be 400 kPa. An identical specimen of the same clay sample is isotropically consolidated to a confining pressure of 200 kPa and subjected to standard undrained triaxial compression test. If the deviator stress at failure is 150 kPa, the pore pressure developed (in kPa, up to one decimal place) is ______ (GATE-CIVIL-Engg-2018)

## A conventional drained triaxial compression test was conducted on a normally consolidated

clay sample under an effective confining pressure of 200 kPa. The deviator stress at failure

was found to be 400 kPa. An identical specimen of the same clay sample is isotropically

consolidated to a confining pressure of 200 kPa and subjected to standard undrained

triaxial compression test. If the deviator stress at failure is 150 kPa, the pore pressure

developed (in kPa, up to one decimal place) is ______ (GATE-CIVIL-Engg-2018)

Asked On2019-04-11 14:08:25 by:naikaumprakash

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