The unit weight of a completely saturated soil $(γ_{s a t})$ is given by

[ G= specific gravity of soil, e= void ratio, $γ_{w}$ = unit weight of water]

- 1
  
  (G+e)Yw / (1+e)
- 2
  
  (1+e)Yw / (G+e)
- 3
  
  (G-1)Yw / (1+e)
- 4
  
  (1-e)Yw / (G+e)

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