What will be the correct relationship among the void ratio (e), degree of saturation (S), water content (w) and specific gravity of soil solids (G) of a soil sample?
1
\(\frac{G}{e}\) = \(\frac{S}{w}\)
2
\(\frac{S}{e}\) = \(\frac{G}{w}\)
3
\(\frac{e}{G}\) = \(\frac{S}{w}\)
4
\(\frac{G}{e}\) =\(\frac{w}{S}\)