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Engineering · Civil Engineering
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Question 5 [15 marks] A saturated clay specimen is subjected to a consolidated undrained triaxial test. The shear strength parameters of the clay are: c,-10 kPa and ф,-260 If the specimen is consolidated isotropically under 100 kPa cell pressure and failed under a deviator stress of 120 kPa, what would be the pore water pressure at failure? What is Skemptons A- parameter at failure?

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