engineering recuitment NMC JE Civil Mock Test 2024 Soil Mechanics and Foundation Engineering Index Properties
Void ratio of an unstatrified sample of soil is 0.6. The value of maximum and minimum possible void ratio are found as 0.8 and 0.4 respectively. The relative density 'in percentage' for this soils sample will be
1
25
2
50
3
75
4
90