Discussion :: Soil Mechanics and Foundation Engineering
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If the specific gravity and voids in soil sample are G and e respectively, the hydraulic gradient i, is
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A.
\(\frac {G -1 } { 1+e }\) |
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B.
\(\frac {G +1 } { 1-e }\) |
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C.
\(\frac {1-G } { 1+e }\) |
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D.
\(\frac {1+G } { 1+e }\) |
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Answer : Option A
Explanation :
No answer description available for this question.
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