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GATE Civil Engineering 2016 Paper 2

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Question : 22

Total: 65

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

G = 0.7i + 1
G = 1.43i − 1
G = 1.43i + 1
G = 0.7i − 1

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