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Determine the cohesion and angle of friction of the soil with respect to effective stresses.

Undisturbed samples were taken from a compacted fill material and subjected to consolidated undrained triaxial tests. Results were:

Cell

Additional axial stress

Pore water pressure

pressure

at failure

at failure

(kN/m2)

(kN/m2)

(kN/m2)

0 0

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