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A cohesionless soil sample was subjected to a triaxial test The sample failed when the minor principal stress confining pressure was 1200 Ib/ft2 and the deviator stress was 3000 lb/ft2 Find the

A cohesionless soil sample was subjected to a triaxial test. The sample failed when the minor principal stress (confining pressure) was 1200 Ib/ft2 and the deviator stress was 3000 lb/ft2. Find the angle of internal friction for this soil.

Aug 06 2020 View more View Less

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