Engineering, 19.03.2020 21:00 chloeboo
The results of two drained triaxial tests on a saturated clay are given next: Specimen 1: Chamber confining pressure: 15 lb/in2 . Deviator stress at failure: 31.4 lb/in2 . Specimen 2: Chamber confining pressure: 25 lb/in2 . Deviator stress at failure: 47 lb/in2 . Calculate the shear strength parameters of the soil (friction and cohesion).
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The results of two drained triaxial tests on a saturated clay are given next: Specimen 1: Chamber co...
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