Correct Answer - Option 2 : Saturated unit weight
Explanation:
Taylor's stability number method:
This is an approximate method for the analysis of the stability of the slope. In this method stability of slope is analyzed with the help of Taylor's stability number which is noted from Taylor's chart on the basis of given values of C, ϕ, and β.
\(S_n = {C \over γ H_c}\)
The unit weight of soil is to be considered in Taylor's stability number as follows;
1. For dry soil, γ = γd
2. For saturated soil with the effect of the capillary, γ = γsat
3. For submerged soil, γ = γ'
In case of sudden drawdown condition, the unit weight is considered as saturated unit weight.