Question: Q 6 . ( 1 5 P . ) The results of three consolidated - undrained triaxial tests on identical specimens of a particular soil

Q6.(15P.) The results of three consolidated - undrained triaxial tests on identical specimens of a particular soil
are given below. Plot the Mohr - Coulomb circles and envelope, determine the effective shear strength
parameters (' and {:c'). X=2 Y=7
Q 6 . ( 1 5 P . ) The results of three

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