a. Considering No seepage (no water flow), plot separate diagrams for vertical total stress (ov), water pressure (us) an

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A Considering No Seepage No Water Flow Plot Separate Diagrams For Vertical Total Stress Ov Water Pressure Us An 1 (50.86 KiB) Viewed 19 times

a. Considering No seepage (no water flow), plot separate diagrams for vertical total stress (ov), water pressure (us) and vertical effective stress (o'v) for the given soil profile. b. Refer to the figure below considering the seepage effect, plot separate diagrams for vertical total stress (ov), pressure head (hp), water pressure (us) and vertical effective stress (o'v). c. What is the type and direction of the given water flow? d. Determine the amount of water seepage (q) through the clay layer #2. 6 ft 12 10 ft Ground Surface Y = 120pcf 10 ft k1 Y = 100pcf 20 ft K₂ = 10-8 ft/sec Fig. 2 Soil Profile meters A B C 2