Computer · Soil Mechanics
A compacted fill layer was originally 8 m thick with an initial void ratio of 1.2. After constructing an embankment over a large area of the fill, its average void ratio dropped to 0.8. Estimate the compression (settlement) of the fill layer.
- 12.50 m
- 22.45 m
- 31.35 m
- 41.45 m✓
Correct answer
1.45 m
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