Porosity of soil sample is 35% and the specific gravity is 2.7
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Relationship between bulk unit weight, water content, specific gravity, and the void ratio is:
2. Relationship between the degree of saturation, water content, specific gravity, and the void ratio is:
sxe w x G 3. Relationship between void ratio and porosity
Where, y = Bulk unit weight, G = Specific gravity of soil solids, s = Degree of saturation, e = void ratio, yw = unit weight of water, n = porosity
Calculation:
Given, n = 0.4, G = 2.7, S = 0.5
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