24.A series of consolidated, undrained triaxial tests were carried out on specimens of a saturated clay under no backpressure. The test data at failure are summarized: Confining pressure (kPa) Deviator stress (kPa) Pore water pressure (kPa) 150 192 80 300 341 154 450 504 222 a. Draw the Mohr circles and find the cohesion and friction angles in terms of effective stresses. b. Compute Skempton’s A- parameter at failure for all three specimens. c. Is the soil normally consolidated or over consolidated? Why?
24.A series of consolidated, undrained triaxial tests were carried out on specimens of a
saturated clay under no backpressure. The test data at failure are summarized:
Confining
pressure (kPa)
Deviator stress
(kPa)
Pore water
pressure (kPa)
150 192 80
300 341 154
450 504 222
a. Draw the Mohr circles and find the cohesion and friction angles in terms of effective
stresses.
b. Compute Skempton’s A- parameter at failure for all three specimens.
c. Is the soil normally consolidated or over consolidated? Why?
d. Another specimen of the same day that was consolidated under a cell pressure of 250 kPa was
subjected to a consolidated, drained tri axial test. What would be the deviator stress at failure?
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