Soil Mechanics and Foundation Engineering - Civil Engineering Questions and Answers

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If the specific gravity and voids in soil sample are G and e respectively, the hydraulic gradient i, is

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

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

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

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

Answer : Option A

Explanation :

No answer description available for this question.

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