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civil engineering gate exam questions
1. In a drained triaixal compression test, a saturated specimen of a cohesionless sand fails under a deviatoric stress of 3 kgf/cm2 when the cell pressure is 1 kgf/cm2 . The effective angle of shearing resistance of sand is about
(A): 20°
(B): 37°
(C): 45°
(D): 53°
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