Saturday, October 3, 2009
Shear Strength - Problem #3
A Consolidated Undrained (CU) triaxial test is conducted on silt. The effective cell pressure is 4.32 ksf. The deviator stress is 3.45 ksf. The total pore pressure for this test is 2.88 ksf. Draw Mohr's circle of the initial and final condition. Also, show circles that represent total and effective stresses.
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