in Foundation Engineering recategorized by
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The relationship between the specific gravity of sand $(G)$ and the hydraulic gradient $(i)$ to initiate quick condition in the sand layer having porosity of $30 \%$ is

  1. $G=0.7i+1$
  2. $G=1.43i-1$
  3. $G=1.43i+1$
  4. $G=0.7i-1$
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