Question: A 1 9 ft thick layer is overconsolidated with a Cr / ( 1 + e 0 ) of 0 . 0 0 8 and

A 19 ft thick layer is overconsolidated with a Cr/(1+e0) of 0.008 and a preconsolidation pressure of 973 psf. The soil has a unit weight of 119 and the water table is at the ground surface. If stress of 6501 psf is applied uniformly through the soil layer, what is the settlement in inches? The value of Cc/1+e0 is 0.10

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