Following are the results of two consolidated-drained triaxial tests on a clay: Test I: 03 =...
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Following are the results of two consolidated-drained triaxial tests on a clay: Test I: 03 = 140 kN/m2; 01 (failure) = 368 kN/m2 Test II: 03 = 280 kN/m2; 01(failure) = 701 kN/m2 Determine the shear strength parameters; that is, c' and o '. Following are the results of two consolidated-drained triaxial tests on a clay: Test I: 03 = 140 kN/m2; 01 (failure) = 368 kN/m2 Test II: 03 = 280 kN/m2; 01(failure) = 701 kN/m2 Determine the shear strength parameters; that is, c' and o '.
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