Figure P13.60 shows normalized data from an axial compression (AC) triaxial test and a lateral compression (LC) triaxial test on saturated simple clay (Ladd, 1964). Make the appropriate calculations, and plot the complete total and effective stress paths for both tests. What are the Mohr-Coulomb strength parameters? Determine A f for each test.

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Au - (0.62) 0.6 0.6 (0.58) (0.55) -(0.49 AC (7, - o,; 02 = 03 = h) 0.4 AC 0.4 %3D LC (o, = 02 = oni03= 0) 0.2H 0.2 2. 8. 10 12 4 8. 10 12 Paxu (%) Parlai (%) _(2.29) -(2.29) AC 4 10 12 Fariai (%)