engineering recuitment ISRO Scientist Civil Mock Test Soil Mechanics and Foundation Engineering Definitions and Relationships
A fill having volume of 150000 m3 is to be constructed at a void ratio of 0.8 the borrow pit solid has a void ratio of 1.4. The volume of soil required to be excavated from the borrow pit will be
1
150000 m3
2
200000 m3
3
250000 m3
4
300000 m3