A uniform sand stratum 2.5 m thick has a specific gravity of 2.62 and a natural void ratio of 0.62. The hydraulic head required to cause quick sand condition in the sand stratum is
A
0.5 m
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B
1.5 m
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C
2.5 m
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D
3.5 m
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Solution
The correct option is C 2.5 m Critical hydraulic gradient,