Soil Mechanics and Foundation Engineering - Civil Engineering Questions and Answers

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

i_c = $\frac { G +1 } { 1-e}$

i_c = $\frac { G +1 } { 1+e}$

i_c = $\frac { G -1 } { 1+e}$

i_c = $\frac { G -1 } { 1-e}$

Answer : Option C

Explanation :

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