Two triaxial tests were performed on two prepared samples, Civil Engineering

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Two triaxial tests were performed on two prepared samples

Two triaxial tests were performed on two prepared samples of the same limestone. At a confining pressure of 2000 psi, the first sample failed at 9000 psi. Then at a confining pressure of 5000 psi, the other sample failed at 21,000 psi. Plot the two test results on a shear stress-normal stress diagram and draw in Mohr envelope.

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Civil Engineering: Two triaxial tests were performed on two prepared samples

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