3.0 A consolidated-drained triaxial test was conducted on an overconsolidated clay sample. The sample failed in test 1 at 0₁-200 kPa and 3=130 kPa, and in test 2 at ₁-400 kPa and 03-290 kPa. Determine the undrained and drained friction angles and cohesion for the assumption that the Skempton's pore water pressure parameter A=0.45. Also, for a CU test on the same soil, determine 01, 01, 03', and excess pore water pressure u for σ3=340 kPa.

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Test for Determination of Shear Strength

The term shear strength is often associated with the soil. Shear strength is defined as the resistance to the deformation of soil particles due to the continuous action of shear stress. In short, shear strength is the maximum shear stress that a soil can sustain.