Figure P8.36 shows the soil profile at a site where you plan to lower the water table. You have results from two consolidation tests, one from the upper 12 ft thick over-consolidated crust, and another from the lower 32 ft thick normally consolidated zone. You plan to lower the water table from its current 12 ft depth to 20 ft below ground surface. The consolidation properties for each layer are shown. Assume full capillarity.

(a) Compute the  σ'_v in the middle of each layer before and after the water table is lowered.

(b) Determine the total settlement that will result from lowering the water table.

Transcribed Image Text:

Depth (ft) Stiff clay, Y, = 120 pcf, C = Cs, = 0.029, Co = 0.178, 7, = 1650 psf 12 20 Soft clay, y, = 118 pcf, C. = Cs = 0.034, Co = 0.185 %3! 44