Question
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.
\(ρ_f=H \frac{1}{1+e_o} log_{10} \frac{σ’}{σ’_0}\)
Posted under One Dimensional Consolidation Geotechnical Engineering
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Q. In terms of compression index and voids ratio for normally consolidated soil, the final settlement is _________
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