Tire effective stresses at failure for three identical triaxial specimens of an overconsolidated clay are shown in Fig. Plot the Mohr circles at failure and determine ɸ and c'. Determine the theoretical angle of inclination of the failure planes in each test specimen, and show these on a small sketch. Also sketch the effective stress paths for the three tests. (After C. W. Lovell.)
FIGURE P13.49
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