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GATE Civil Engineering (CE) 2018 Shift 1 Solved Paper

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Question : 56

Total: 65

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 400kPa. An identical specimen of the same clay sample is isotropically consolidated to a confining pressure of 200kPa and subjected to standard undrained triaxial compression test. If the deviator stress at failure is 150kPa, the pore pressure developed (in kPa, up to one decimal place) is

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