engineering recuitment NHPC JE & THDC JE 2023 Mock Test Soil Mechanics and Foundation Engineering Consolidation
In a consolidation test, when the load is changed from 50 kN/m2 to 100 kN/m2, then the void ratio changes from 0.80 to 0.60. The coefficient of compressibility will be:
1
0.002 m2/kN
2
0.003 m2/kN
3
0.001 m2/kN
4
0.004 m2/kN