A saturated clay stratum of thickness 10 m, bounded on top and bottom by medium coarse sand layers, has a coefficient of consolidation of 0.002 cm/s. If this stratum is subjected to loading, it is likely that it would undergo 50% of its primary consolidation in

A saturated clay stratum of thickness 10 m, bounded on top and bottom

1.	A saturated clay stratum of thickness 10 m, bounded on top and bottom by medium coarse sand layers, has a coefficient of consolidation of 0.002 cm/s. If this stratum is subjected to loading, it is likely that it would undergo 50% of its primary consolidation in
A.	1136 days
B.	227 days
C.	284 days
D.	568 days
Answer» D. 568 days

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A saturated clay stratum of thickness 10 m, bounded on top and bottom by medium coarse sand layers, has a coefficient of consolidation of 0.002 cm/s. If this stratum is subjected to loading, it is likely that it would undergo 50% of its primary consolidation in

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