CIEN333 GEOTECHNICAL ENGINEERING CW 240 KN 1.5 x 3 m Elevation 205 m Yon=17.5 kN/m; w=20% Fill Elevation 204 m Yur18 kN/

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answerhappygod
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CIEN333 GEOTECHNICAL ENGINEERING CW 240 KN 1.5 x 3 m Elevation 205 m Yon=17.5 kN/m; w=20% Fill Elevation 204 m Yur18 kN/

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Cien333 Geotechnical Engineering Cw 240 Kn 1 5 X 3 M Elevation 205 M Yon 17 5 Kn M W 20 Fill Elevation 204 M Yur18 Kn 1
Cien333 Geotechnical Engineering Cw 240 Kn 1 5 X 3 M Elevation 205 M Yon 17 5 Kn M W 20 Fill Elevation 204 M Yur18 Kn 1 (43.14 KiB) Viewed 11 times
CIEN333 GEOTECHNICAL ENGINEERING CW 240 KN 1.5 x 3 m Elevation 205 m Yon=17.5 kN/m; w=20% Fill Elevation 204 m Yur18 kN/m Clayey soil Elevation 200 m Gs=265; 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.
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