240 kN 1.5 x 3 m Elevation 205 m Ydry=17.5 kN/m; w=20% Elevation 204 m Fill Ysat=18 kN/m Clayey soil Elevation 200 m Gs=

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240 Kn 1 5 X 3 M Elevation 205 M Ydry 17 5 Kn M W 20 Elevation 204 M Fill Ysat 18 Kn M Clayey Soil Elevation 200 M Gs 1 (53.68 KiB) Viewed 12 times

240 kN 1.5 x 3 m Elevation 205 m Ydry=17.5 kN/m; w=20% Elevation 204 m Fill Ysat=18 kN/m Clayey soil Elevation 200 m Gs=2.65; w=10%; e=0.8 Elevation 199 m Sandy soil Use to the 2:1 method to determine the increase in stress in the mid-layer of the clayey soil layer due to the construction of the foundation shown. The specifications require the increase to be limited to 5 kPa. Is this requirement satisfied? If not, provide a detailed solution.