engineering recuitment BHEL Engineer Trainee Mock Test 2025 Soil Mechanics and Foundation Engineering Consolidation
A compacted fill was 8m thick has its void ratio as 1.2. The fill was loaded on surface by constructing an embankment covering a large area of fill. Some days after the embankment was constructed measurements of fill indicated an average void ratio of 0.8. Estimate compression of fill.
1
2.5 m
2
2.45 m
3
1.35 m
4
1.45 m