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Engineering · Civil Engineering
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Question 3 A normally consolidated clay was placed into a triaxial cell and consolidated. After consolidation the samples were then sheared under undrained conditions in axial compression until failure During each test, the excess pore-water pressure generated was measured. The table below gives the final stress total states upon completion of each test. 25 75 150 46 108 193 10 32 67 Given the above, determine the Mohr-Coulomb strength parameters in terms of both total and effective stresses: a) Analytically b) Graphically by plotting the total and effective Mohr circles and failure envelopes c) Compute (a,/), and (o,/a,), d) Determine the theoretical angle of the failure plane in the test specimen.
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