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If G is specific gravity of sand particles, e is porosity, the critically hydraulic gradient


Options:
A .  `i_c = (G + 1)/(e - 1)`
B .  `i_c = (G + 1)/(e +1)`
C .  `i_c = (G - 1)/(e +1)`
D .  `i_c = (G -1)/(e - 1)`
Answer: Option C


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