The mass of a moist soil sample having a volume of 0.0057 m3 is 10.5 kg. The moisture content (w) and the specific gravity of soil solids (Gs) were determined to be 13% and 2.68, respectively. Determine a) Moist density, ρ (kg/m3) b) Dry density, ρd (kg/m3) c) Void ratio, e d) Porosity, n e) Degree of saturation, S (%)

Structural Analysis
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Chapter2: Loads On Structures
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The mass of a moist soil sample having a volume of 0.0057 m3 is 10.5 kg. The moisture content (w) and the specific gravity of soil solids (Gs) were determined to be 13% and 2.68, respectively. Determine
a) Moist density, ρ (kg/m3)

b) Dry density, ρd (kg/m3)
c) Void ratio, e d) Porosity, n
e) Degree of saturation, S (%)

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