EXAMPLE 9.8 A soil profile is shown in Figure 9.24. Given: H₁ = 2 m, H₂= 1.8 m, H3 = 3.2 m. Plot the variation of o, u, and o' with depth. H₁ H₂ B Zone of capillary rise G₁= 2.66; e = 0.55 Degree of saturation = S = 50% Sand Saturated clay. Rock G₁ = 2.66 e = 0.55 Sand Groundwater table. w 42% (moisture content) G₁ = 2.71 Clay

1. Given the figure below plot the pore pressure, total stress and effective stress at the top, bottom and midpoint of each soil layer, provide a plot with all umerical values of depth and stress in tabular form and on a depth v stress plot. Oft Sand Vmoist = 122 pcf Ysat = 151 pcf I 12ft 30ft Clay Ysat = 144 pcf %3D 70ft Sand Ysat = 128 pcf 120ft

GEO NO. 10 SOLVE AND SHOW THE COMPLETE SOLUTION.

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