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 7:39 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 cv is 0.5 m²/year. The settlement at the end of 1.5 years is: Sand Clay 5 m Final settlement = 40 mm c₁= 0.5 m²/year U₂ Impermeable layer 4 T -2.468(0.085+T₂) 6.4 mm 7.8 mm 9.0 mm O 10.1 mm T<0.2827 T≥ 0.2827