Computer · Soil Mechanics
A layer of clay 3 m thick is subjected to loading of 0.6 kg/cm2. One year after loading, the average consolidation is 50%. The layer has single drainage. Find the coefficient of consolidation.
- 11.275 m2/year
- 23.63 m2/year
- 31.84 m2/year
- 41.764 m2/year✓
Correct answer
1.764 m2/year
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