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Coupled consolidation in unsaturated soils: An alternative approach to deriving the Governing Equations

机译:非饱和土壤中的固结耦合:推导控制方程的另一种方法

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摘要

The equations governing coupled consolidation in unsaturated soils are known to contain additional parameters when compared to the equations for saturated soils. Nonetheless, the variation of these parameters with suction or degree of saturation is not generally agreed upon. The paper introduces a novel approach to deriving general equations for each of these parameters and their variation, and explains that, for consistency with the constitutive and soil-water retention curve models adopted, these general equations need to be transformed into case-specific expressions. Finally, a conceptual model is presented highlighting how the behaviour of unsaturated soil reflects aspects of its water content. (C) 2016 Elsevier Ltd. All rights reserved.
机译:与饱和土壤方程相比,控制非饱和土壤中固结耦合的方程包含更多参数。但是,这些参数随吸力或饱和度的变化通常未得到同意。本文介绍了一种新颖的方法来推导每个参数及其变化的通用方程,并解释说,为了与本构模型和土壤保水曲线模型保持一致,需要将这些通用方程转换为特定案例的表达式。最后,提出了一个概念模型,强调了非饱和土壤的行为如何反映其含水量的各个方面。 (C)2016 Elsevier Ltd.保留所有权利。

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