Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing, China.
State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, China.
Sci Total Environ. 2023 Jan 15;856(Pt 2):159196. doi: 10.1016/j.scitotenv.2022.159196. Epub 2022 Oct 2.
Membrane efficiency coefficient of clay is evaluated with considering the effect of fixed charges adsorbed on clay mineral surfaces. By virtue of the concept of chemical potential, the ionic concentration of pore water is calculated. An equation is first proposed to calculate the Donnan osmotic pressure based on the activity of water (HO), and then a new method is developed to determine the membrane efficiency coefficient, based on the theoretical chemo-osmotic pressure difference. The proposed method is used to calculate the membrane efficiency coefficients of geosynthetic clay liners (GCLs) with different bentonite contents and porosities under different KCl concentrations. The calculated results are compared to those of van't Hoff equation, showing that if skeletal deformation is excluded, the proposed model and van't Hoff equation with average ion concentration difference yield practically the same results; if the deformation is considered, however, van't Hoff equation yields smaller membrane coefficients.
考虑到固定电荷在粘土矿物表面上的吸附作用,评估了粘土的膜效率系数。借助化学势的概念,计算了孔隙水中的离子浓度。首先提出了一种基于水(HO)活度计算唐南渗透压的方程,然后基于理论化学渗透压差,开发了一种新的方法来确定膜效率系数。该方法用于计算不同膨润土含量和不同 KCl 浓度下的土工合成膨润土衬垫(GCL)的膜效率系数。计算结果与范特霍夫方程进行了比较,结果表明,如果排除骨架变形,所提出的模型和范特霍夫方程(平均离子浓度差)得出的结果基本相同;然而,如果考虑变形,范特霍夫方程会得出较小的膜系数。