engineering recuitment FCI JE 2022 Mock Test for CE/ME/EE (Phase I & II) Soil Mechanics and Foundation Engineering Definitions and Relationships
The ratio of saturated unit weight to dry unit weight of a soil is 1.25. If the specific gravity of solid (Gs) is 2.65, the void ratio of the soil is
1
0.625
2
0.663
3
0.994
4
01.325
5
0.265