engineering recuitment UKPSC Polytechnic Lecturer Mock Test 2024 Soil Mechanics and Foundation Engineering Consolidation
If the initial and final void ratios of a clay sample in a consolidation test are 1.0 and 0.6 respectively. If the initial thickness of the sample is 3.0 cm, then its final thickness will be:
1
2.0 cm
2
2.4 cm
3
2.8 cm
4
3.2 cm