Computer · Soil Mechanics
The initial and final void ratios of a clay sample in a consolidation test are 1.0 and 0.5, respectively. If the initial thickness of the sample is 2.4 cm, then its final thickness will be:
- 11.8 cm✓
- 21.2 cm
- 30.9 cm
- 40.6 cm
Correct answer
1.8 cm
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