Coefficient of compressibility (av) = Δe/Δσ
Coefficient of volume compressibility (mv) = ΔV/V/Δσ
mv = av/(1+eo)
Coefficient of compression index (Cc) = Δe/log(σ1/σ2)
Cc = 0.009(WL-10) (for undisturbed soil)
Cc= 0.007 (WL-10) (For Remolded soil)
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