A cohesionless soil sample was subjected to a triaxial test


A cohesionless soil sample was subjected to a triaxial test. The sample failed when the minor principal stress (confining pressure) was 1200 lb/ft^2 and the deviator stress was 3000 lb/ft^2. Find the angle of internal friction for this soil.

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Civil Engineering: A cohesionless soil sample was subjected to a triaxial test
Reference No:- TGS0656419

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