Civil GATE 2011 Question No 10 Soil Mechanics - Permeability

Question No. 10 Civil | GATE 2011

For a saturated sand deposit, the void ratio and the specific gravity of solids are 0.70 and 2.67 respectively. The critical (upward) hydraulic gradient for the deposit would be

(A) 0.54
(B) 0.98
(C) 1.02
(D) 1.87

Answer : (B) 0.98

GATE 2011 Civil Soil Mechanics Permeability - one dimensional flow

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GATE Papers >> Civil >> 2011 >> Question No 10

Answer : (B) 0.98

Questions of Permeability - one dimensional flow

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