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Soil suction and soil-water potentials in swelling clays in engineered calys barriers

机译:工程化隔离层中膨胀黏土中的土壤吸力和水势

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This paper is concerned with the interactionsresulting from water uptake by partly saturated swelling soils intheir role as liner material for engineered clay barriers. Theenergy status of the soil-water (i.e. pore-water) provides thefocus for the mechanistic view of the microstructure andmesostructure interactions that govern the development of those'matric' and 'osmotic' forces responsible for water uptake by theswelling soils. Central issues in the interactions developed are thegoverning roles played by the interlayer and interparticle forces inthe presence of water, and the need to differentiate between unitlayer separations, micropores and macropores in the articulationof void volumes or pore spaces. The matric and osmoticcomponents of soil suction and soil-water potential need to bedistinguished in respect to micro and meso-macro applications,particularly when interpretations of measured values are needed.
机译:本文关注的是部分饱和的膨胀土壤吸水引起的相互作用,它们作为工程粘土屏障的衬砌材料。土壤-水(即孔隙水)的能量状态为关注微观结构和介观结构相互作用的力学观点提供了焦点,这些相互作用控制着引起膨胀土壤吸水的那些``基质''和``渗透''力的发展。在存在的相互作用中,主要的问题是在水的存在下,层间和粒子间力所起的控制作用,以及区分空隙体积或孔隙空间的单元层分离,微孔和大孔之间的区别。就微观和中宏观应用而言,尤其是在需要解释测量值时,需要区分土壤吸力和土壤水势的基质和渗透组分。

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