If is specific gravity of sand particles, is porosity, the critically hydraulic gradient (A) ic = (G + 1)/(1 - e) (B) ic = (G + 1)/(1 + e) (C) ic = (G - 1)/(1 + e) (D) ic = (G - 1)/(1 - e)

If is specific gravity of sand particles, is porosity, the critically hydraulic gradient
(A) ic
 = (G + 1)/(1 - e)
(B) ic
 = (G + 1)/(1 + e)
(C) ic
 = (G - 1)/(1 + e)
(D) ic
 = (G - 1)/(1 - e)
by

1 Answer

Answer :

Answer: Option C
by

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