Engineering, 22.04.2020 02:51 cameronking019
2. The following results were obtained at failure in a series of three drained triaxial tests on fully saturated clay specimens originally 38 mm diameter by 76 mm long. Determine the values of effective shear strength parameters c' and φ'. (Do not perform area corrections). All-round pressure σ3 (kPa) 200 400 600 Axial compression (mm) 7.22 8.36 9.41 Axial load (N) 480 895 1300 Volume change (cc) 5.25 7.40 9.30
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2. The following results were obtained at failure in a series of three drained triaxial tests on ful...
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