Soil Mechanics and Foundation Engineering Definitions and Relationships

A soil sample has a water content 10% and its saturated unit weight is 19 kN/m3. Specific gravity of soil solids is 2.65. Determine the percentage air voids in this soil sample. Take unit weight of water as 9.81 kN/m3.

1
65
2
43
3
27.95
4
35.5

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