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- W4366997610 abstract "Abstract In this paper, a parametric study is done with various removal and replacement materials to study the effectiveness of the removal and replacement method on the wetting depth in the expansive soil and the amount of differential heave caused by climate conditions and common irrigation scenarios for the southern region of Syria. Soil suction changes and associated soil deformations are analyzed using finite element codes, VADOSE/W and SIGMA/W. The paper concludes that the optimum thickness for replacement with high permeability soil should be at least 1 m. In addition, it concludes that replacing soil with a permeability coefficient lower than the permeability coefficient of the site soil contributes to a 56% and 79% reduction in total and differential heave, respectively." @default.
- W4366997610 created "2023-04-27" @default.
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- W4366997610 date "2023-07-11" @default.
- W4366997610 modified "2023-10-14" @default.
- W4366997610 title "Numerical simulation of replacement method to improve unsaturated expansive soil" @default.
- W4366997610 doi "https://doi.org/10.1556/606.2023.00762" @default.
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