Subject : Soil Mechanics Two consolidated-undrained (CU) triaxial…

Subject : Soil Mechanics Two consolidated-undrained (CU) triaxial…

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Subject : Soil Mechanics

Two consolidated-undrained (CU) triaxial pressure tests were carried out on a fully saturated clay sample. Experiment results are given in the table below.

 

 

a. Find the total and effective shear strength values (φ angle and c value).

b. Find the angle that the slip planes make with the horizontal.