The soil profile is shown in the figure below. The final settlement under the loading is 40 mm. The coefficient of conso
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The soil profile is shown in the figure below. The final settlement under the loading is 40 mm. The coefficient of conso
The soil profile is shown in the figure below. The final settlement under the loading is 40 mm. The coefficient of consolidation of the clay cy is 0.5 m²/year. The settlement at the end of 2 years is: ↓↓↓↓↓ ↓↓↓ ↓↓↓↓↓ Sand Clay 5 m Final settlement = 40 mm c, = 0.5 m²/year Impermeable layer 4 π -2.468(0.085+Tv) U₂ 6.4 mm 7.8 mm 9.0 mm 10.1 mm T<0.2827 T≥ 0.2827
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