In a triaxial shear test conducted on a soil sample having a cohesion of 12 kN/m2 and angle of shearing resistance of 36°, the cell pressure was 200 kN/m2. Determine the value of the deviator stress at failure (in kN/m2)

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Chapter3: Natural Soil Deposits And Subsoil Exploration
Section: Chapter Questions
Problem 3.20P
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In a triaxial shear test conducted on a soil sample having a cohesion of 12 kN/m2 and angle of shearing resistance of 36°, the cell pressure was 200 kN/m2. Determine the value of the deviator stress at failure (in kN/m2)

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