Civil Engineering > GATE 2016 SET-2 > Seepage
The relationship between the specific gravity of sand (G) and the hydraulic gradient (i) to initiate quick condition in the sand layer having porosity of 30% is
A
G=0.7i+1
B
G=1.43i-1
C
G=1.43i+1
D
G=0.7i-1

Correct : c

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