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首页> 外文期刊>Journal of Hydrology >A physically based model for the water retention curve of clay pastes
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A physically based model for the water retention curve of clay pastes

机译:黏土保水曲线的物理模型

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Available approaches for modeling the soil water retention curve are based on parameters to be fitted using observed data. Due to the formal fitting to the data the soil water retention curves of nonswelling and swelling soils are frequently considered on equal grounds, and the data of both soil types are used as examples in validation. The objective of this work is to construct and validate a new physical model of the water retention curve (the drying branch) of a swelling clay paste (as the simplest case of swelling soils) in the broad area of water content and suction values where the effect of adsorption against capillarity is negligible. The approach is based on a unitary description of pore-dimension, pore-shape, and pore-water distributions, using the case of swell-shrink clay pastes as an example. The general expression of suction is factorized. The first factor depends on the characteristic dimensions of water-containing pores and, indirectly, on shrinkage-swelling. The second depends on the soilporosity variation at shrinkage-swelling. The case of clay paste allows a number of specific simplifications that lead to a final expression for matric suction. The consideration as a whole is based on a recently suggested model connecting the microstructure, pore size distribution, and shrinkage curve of a clay paste. The four parameters of the constructed retention curve have a clear physical meaning and can be measured independently of the model to be developed. These parameters include the density of the solid phase, the volume fraction of the solid phase at maximum water content (at the liquid limit), the minimum relative volume of the clay paste, and, the maximum external dimension of 3D pores of the clay matrix at maximum water content. The physical model explains the qualitative differences to be observed between the retention curves of the swelling clay soil pastes and soils with a rigid matrix. For model validation data on the properties and the water retention curve of two clay pastes are compared to a data analysis using the suggested approach. The data and model prediction are in satisfactory agreement. (C) 2003 Elsevier B.V. All rights reserved. [References: 28]
机译:用于模拟土壤保水曲线的可用方法是基于要使用观测数据拟合的参数。由于对数据的形式上的拟合,经常会在相等的基础上考虑非膨胀和膨胀土壤的土壤保水曲线,并且两种土壤类型的数据都用作验证示例。这项工作的目的是在宽泛的含水量和吸力值区域内构造和验证膨胀黏土糊(最简单的膨胀土情况)的保水曲线(干燥分支)的新物理模型。吸附对毛细作用的影响可以忽略不计。该方法基于对孔尺寸,孔形状和孔水分布的统一描述,以溶胀收缩的粘土糊为例。吸力的一般表达是分解的。第一个因素取决于含水孔的特征尺寸,间接取决于收缩膨胀。第二个因素取决于收缩膨胀时土壤孔隙度的变化。粘土糊的情况允许许多特定的简化,从而导致最终表现出基质吸引作用。整体考虑是基于最近建议的模型,该模型连接了粘土糊的微观结构,孔径分布和收缩曲线。构造的保留曲线的四个参数具有明确的物理含义,可以独立于要开发的模型进行测量。这些参数包括固相的密度,最大含水量(在液体极限下)时固相的体积分数,粘土糊的最小相对体积以及粘土基质的3D孔的最大外部尺寸在最大含水量时。物理模型解释了膨胀黏土泥浆和具有刚性基质的土壤的保留曲线之间要观察到的定性差异。为了进行模型验证,使用建议的方法将两种粘土浆的特性和保水曲线数据与数据分析进行了比较。数据与模型预测吻合良好。 (C)2003 Elsevier B.V.保留所有权利。 [参考:28]

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