GATE Civil Engineering
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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 ________
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Sir verify the range from 124.5-125.5
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