变形土的保水特性——试验与模拟

S. Salager, M. Nuth, A. Ferrari, L. Laloui
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引用次数: 0

摘要

本文提出了两种变形土的土壤保水特性的实验和建模方法。目的是研究控制土壤保水特性的物理机制,并提出考虑土壤压实和可变形性初始状态的土壤保水曲线的本构框架。粒状土壤和粘性土壤在大范围的吸力下干燥,从而达到饱和的残余状态。综合所得的土壤保水曲线,比较含水量、孔隙比和饱和度,并将其表示为总吸力的函数。观察到的行为特征被概念化成一个模型框架,表示饱和度作为吸力函数的演变。所提出的保留模型利用了弹塑性理论,因此可以推广为适用于干湿循环的滞后模型。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Water retention behavior of deformable soils—experiment and modeling
The paper presents an experimental and modelling approach for the soil water retention behaviour of two deformable soils. The objective is to investigate the physical mechanisms that govern the soil water retention properties and to propose a constitutive framework for the soil water retention curve accounting for the initial state of compaction and deformability of soils. A granular soil and a clayey soil were subjected to drying over a wide range of suctions so that the residual state of saturation could be attained. The obtained soil water retention curves are synthesized and compared in terms of water content, void ratio, and degree of saturation, and are expressed as a function of the total suction. The observed features of behaviour are conceptualized into a modelling framework expressing the evolution of the degree of saturation as a function of suction. The proposed retention model makes use of the theory of elasto-plasticity and can thus be generalized into a hysteretic model applicable to drying-wetting cycles.
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