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Undisturbed samples were taken from a compacted fill material and subjected to consolidated undrained triaxial tests. Results were: Cell pressure (kPa) 200 400 600

Undisturbed samples were taken from a compacted fill material and subjected to consolidated undrained triaxial tests. Results were: Cell pressure (kPa) 200 400 600 Additional axial stress at failure (kPa) 140 256 380 Pore water pressure at failure (kPa) Determine the shear strength parameters of the soil. 50 128 200

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To determine the shear strength parameters of the soil we can use the MohrCoulomb failure criterion which relates the shear stress to the normal stres... blur-text-image

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