nducted on a normally consolidated clay sample and the results are as follows: chamber confirming pressure = 107 kPa, Deviator stress at failure = 95 kPa, Pore Water Pressure = 50 kPa. these results were used to determine the drained friction angle of the soil. Compute the deviator stress in kPa at failure when the drained test was conducted with the chamber confirming pressure changed to 160 kPa
nducted on a normally consolidated clay sample and the results are as follows: chamber confirming pressure = 107 kPa, Deviator stress at failure = 95 kPa, Pore Water Pressure = 50 kPa. these results were used to determine the drained friction angle of the soil. Compute the deviator stress in kPa at failure when the drained test was conducted with the chamber confirming pressure changed to 160 kPa
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A consolidated-undrained tri-axial was conducted on a normally consolidated clay sample and the results are as follows:
chamber confirming pressure = 107 kPa, Deviator stress at failure = 95 kPa, Pore Water Pressure = 50 kPa.
these results were used to determine the drained friction angle of the soil. Compute the deviator stress in kPa at failure when the drained test was conducted with the chamber confirming pressure changed to 160 kPa
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