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Engineering · Civil Engineering
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2o pt) anb) The results of three consolidated undrained triaxial tests on identical ecimens of a particular soil are: oa (kPn) : σι-σ) (kPa) at failure 344 454 684 Test No u at failure (kPa) 250 360 620 70 107 180

a sketch the modified mohr-coulomb failure envelope

b calculate CK,c,a with prime one use the first and third test for the calculation

c calculate the failure shear stress when the effective vertical stress is equal to 100 kpa

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