Civil GATE 2011 Question No 49 Soil Mechanics - Permeability

Question No. 49 Civil | GATE 2011

A sand layer found at sea floor under 20 m water depth is characterized with relative density=40%, maximum void ratio=1.0, minimum void ratio =0.5 and specific gravity of soil solids =2.67. Assume the specific gravity of sea water to be 1.03 and the unit weight of fresh water to be 9.81 kN/m³

what would be the change in the effective stress (rounded off to the nearest integer value of kpa) at 30 m depth into the sand layer if the sea water level permanently rises by 2 m?

(A) 19 kpa
(B) 0 kpa
(C) 21 kpa
(D) 22 kpa

Answer : (B) 0 kpa

GATE 2011 Civil Soil Mechanics Permeability - one dimensional flow

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GATE Papers >> Civil >> 2011 >> Question No 49

Answer : (B) 0 kpa

Questions of Permeability - one dimensional flow

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