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e (Void Ratio)
e = (Vv) / (Vs)
s (Degree of Saturation)
s = (Vw) / (Vv)
w (Water Content)
w = (Ww) / (Ws)
se
se = (Gs)(w)
Ɣ1
Ɣ = Ɣd(1 + w)
Ɣ2
Ɣ = (Gs + se)(Ɣw) / (1 + e)
Ɣd1
Ɣd = (Gs)(Ɣw) / (1 + e)
Ɣsat
Ɣsat = (Gs + e)(Ɣw) / (1 + e)
Ɣtotal
Ɣ = (W) / (V)
Ɣd2
Ɣd = (Ws) / (V)
Ɣs
Ɣs = (Ws) / (Vs)
Gs
Gs = (Ɣs) / (Ɣw)
Ɣw Value (lb/ft³)
Ɣw = 62.4 lb/ft³
Ɣw Value (kN/m³)
Ɣw = 9.8 kN/m³