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Two-Factor Model of Soil Suction from Capillarity, Shrinkage, Adsorbed Film, and Intra-aggregate Structure

机译:毛细管吸收,吸收,吸附的双因素土壤吸力模型   电影和集合内结构

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摘要

The objective of this work is to derive the soil water retention from thesoil structure without curve-fitting and only using the physical parametersfound irrespective of an experimental retention curve. Two key points underliethe work: (i) the soil suction at drying coincides with that of the soilintra-aggregate matrix and contributive clay; and (ii) both the soil suctionand volume shrinkage at drying depend on the same soil water content. Inaddition the two following results are used: (i) the available two-factor(capillarity and shrinkage) model of clay suction enables one to connect a claysuction and clay water content using the clay matrix structure; and (ii) therecent reference shrinkage curve model based on the concepts of intra-aggregatesoil structure permits one to connect the soil water content at shrinkage withthe water content of the contributive clay. With that the available two-factormodel was essentially modified and, in particular, the effect of adsorbed waterfilm was taken into account. The developed model includes the following inputparameters: the solid density, relative volume of contributive-clay solids,relative volume of contributive clay in the oven-dried state, soil claycontent, aggregate/intra-aggregate mass ratio, and specific volume of lacunarpores in the aggregates at maximum swelling. The validation of the model isbased on available data of water retention and the above input parameters forsix soils. A promising agreement between the predicted and observed waterretention curves was found.
机译:这项工作的目的是从土壤结构中得出土壤保水率,而无需进行曲线拟合,并且仅使用发现的物理参数,而与实验的保水率曲线无关。该工作的两个关键点是:(i)干燥时的土壤吸力与集料内部基质和贡献性粘土的吸力一致; (ii)干燥时的土壤吸力和体积收缩都取决于相同的土壤含水量。此外,还使用了以下两个结果:(i)可用的粘土吸引两因素(毛细作用和收缩)模型使人们能够使用粘土基质结构将粘土的吸水和含水量联系起来; (ii)基于骨料内部结构概念的最新参考收缩曲线模型可以将收缩时的土壤水分与贡献性粘土的水分联系起来。因此,对可用的两因素模型进行了本质上的修改,尤其是考虑了吸附水膜的影响。所开发的模型包括以下输入参数:固体密度,贡献性粘土固体的相对体积,烤箱干燥状态的贡献性粘土的相对体积,土壤黏土含量,骨料/骨料内部质量比和土中孔洞的比容。以最大的膨胀率聚集。该模型的验证是基于现有的保水数据和六种土壤的上述输入参数。在预测的和观察到的保水曲线之间找到了有希望的协议。

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    Chertkov, V. Y.;

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  • 年度 2014
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