The soil profile is shown in the figure below. The final settlement under the loading is 40 mm. The coefficient of conso
Posted: Wed Jun 08, 2022 7:37 am
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