In the phase diagrams given, the change due to initial state changing into final state is shown due to consolidation, Depth of soil layer undergoing consolidation is H; e0 is initial void ratio; er is final void ratio; Δe is change is void ratio. Indicate which of the following expression gives settlement of the layer -
1
\(H\left( {\frac{{{\Delta _e}}}{{1 + {e_0}}}} \right)\)
2
H log10 \(H\left( {\frac{{{\Delta _e}}}{{1 + {e_0}}}} \right)\)
3
\(\left( {\frac{{{\Delta _e}}}{{1 + {e_0}}}} \right)\)
4
log10 \(\left( {H\frac{{{\Delta _e}}}{{1 + {e_0}}}} \right)\)