engineering recuitment UKPSC Polytechnic Lecturer Mock Test 2024 Soil Mechanics and Foundation Engineering Consolidation
In a consolidation test the void ratio is found to be 1.18 under the effective pressure of 210 kN/m2, the void ratio reduced to 0.92 when the pressure is increased to 420 kN/m2. The compression index is:
1
0.86
2
0.49
3
0.24
4
0.78