The critical gradient of the seepage of water in a soil medium is

[ G= specific gravity of soil, e= void ratio]

- 1
  
  $\frac{1 + G}{1 + e}$
- 2
  
  $\frac{G - 1}{1 + e}$
- 3
  
  $\frac{1 + e}{1 - G}$
- 4
  
  $\frac{1 + e}{G - 1}$

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