Question: = 6 5 k N m 2 V d = 1 8 k N m 3 GWL Y s a t = 2 0 k

= 65 k \frac{N}{m^{2}}

V_{d} = 18 k \frac{N}{m^{3}}

GWL

Y_{s a t} = 20 k \frac{N}{m^{3}}

SAND

13 .

The above figure shows the different layers of soils are subjected to uniformly distributed load. Calculate the primary consolidation displacement of the normally consolidated clay layer. Assume the unit weight of water is

10 k \frac{N}{m^{3}} .

= 6 5 k N m 2 V d = 1 8 k N m 3 GWL Y s a t = 2 0

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