In terms of compression index and voids ratio for normally consolidated soil, the final settlement is _________

\(ρ_f=\frac{C_c}{1+e_o} log_{10} \frac{σ’}{σ’_0}\)

\(ρ_f=Hlog_{10} \frac{σ’}{σ’_0}\)

\(ρ_f=H \frac{C_c}{1+e_o} log_{10} \frac{σ’}{σ’_0}\)

\(ρ_f=H \frac{1}{1+e_o} log_{10} \frac{σ’}{σ’_0}\)

In terms of compression index and voids ratio for normally consolidate

1.	In terms of compression index and voids ratio for normally consolidated soil, the final settlement is _________
A.	\(ρ_f=Hlog_{10} \frac{σ’}{σ’_0}\)
B.	\(ρ_f=H \frac{C_c}{1+e_o} log_{10} \frac{σ’}{σ’_0}\)
C.	\(ρ_f=\frac{C_c}{1+e_o} log_{10} \frac{σ’}{σ’_0}\)
D.	\(ρ_f=H \frac{1}{1+e_o} log_{10} \frac{σ’}{σ’_0}\)
Answer» C. \(ρ_f=\frac{C_c}{1+e_o} log_{10} \frac{σ’}{σ’_0}\)