Engineering, 12.06.2020 19:57 Lovescats9191

An "undisturbed" clay sample was taken from the site in problem 2 and an unconfined compression (UC) test was performed. Previous CU triaxial tests on that soil layer from a nearby site gave a φ’=35 degrees. If the unconfined compressive strength was 475 kPa, determine the pore pressure at failure. Plot the results in Mohr-space.

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An "undisturbed" clay sample was taken from the site in problem 2 and an unconfined compression (UC)...