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(Solved): A typical Mohr circle at failure for a soft clay specimen tested in triaxial compression is shown be ...



A typical Mohr circle at failure for a soft clay specimen tested in triaxial compression is shown below. The specimen was normally consolidated to an effective confining stress of 100kPa prior to shearing.

a. Assuming \( \mathrm{c}^{\prime}=0 \mathrm{kPa} \), sketch the Mohr-Coulomb failure envelope. What is the effective-stress

a. Assuming \( \mathrm{c}^{\prime}=0 \mathrm{kPa} \), sketch the Mohr-Coulomb failure envelope. What is the effective-stress friction angle, \( \phi^{\prime} \) ? b. Sketch the Mohr circle at failure for a normally consolidated specimen of the same clay, consolidated to an effective stress of \( 50 \mathrm{kPa} \). c. Sketch the Mohr circle at failure for a normally consolidated specimen of the same clay, consolidated to an effective stress of \( 200 \mathrm{kPa} \).


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Given c'( effective cohesion intercept) = 0 KPa, a) Effective stresses , ?3?=100kPa ?1?=200kPa We know , ??= sin-1((sigma1' - sigma3')/(sigma1'+sigma3
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