Two soil specimens, A and B. were subjected to Consolidated-Undrained triaxial test. Specimen A, which was pre-consolidated at a cell pressure of 50 kPa, failed at a deviator stress (q) of 103 kPa and excess porewater pressure of 37 kPa.
Two soil specimens, A and B. were subjected to Consolidated-Undrained triaxial test. Specimen A, which was pre-consolidated at a cell pressure of 50 kPa, failed at a deviator stress (q) of 103 kPa and excess porewater pressure of 37 kPa.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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foundation engg
Transcribed Image Text:Two soil specimens, A and B,
were subjected to
Consolidated-Undrained
triaxial test. Specimen A,
which was pre-consolidated at
a cell pressure of 50 kPa,
failed at a deviator stress (q)
of 103 kPa and excess
porewater pressure of 37 kPa.
Specimen B, which was pre-
consolidated at a cell pressure
of 200 kPa, failed at a deviator
stress (q) of 185 kPa and an
excess porewater pressure of
124 kPa. Determine the
strength parameters based on
total stresses (c and phi). Write
your answer below.
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