A conventional drained triaxial compression
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![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 terclay sample is
isotropically consolidated to a confining
pressure of 200 kPa and subjected to standard
undrained triaxial compression test. If er the
deviator stress at failure is 150 kPa, the pore
pressure developed (in kPa, upto one decimal
place) is](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fbf982bc7-0c94-4645-84e6-1052e19b2337%2Fdbbe48a3-da28-4236-9478-f3e37744c8b2%2F78wbq57_processed.jpeg&w=3840&q=75)
Transcribed Image Text: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 terclay sample is
isotropically consolidated to a confining
pressure of 200 kPa and subjected to standard
undrained triaxial compression test. If er the
deviator stress at failure is 150 kPa, the pore
pressure developed (in kPa, upto one decimal
place) is
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