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

被引:12
作者
Tsiampousi, Aikaterini [1 ]
Smith, Philip G. C. [1 ,2 ]
Potts, David M. [1 ]
机构
[1] Imperial Coll London, Dept Civil & Environm Engn, Skempton Bldg, London SW7 2AZ, England
[2] Geotech Consulting Grp, London, England
基金
英国工程与自然科学研究理事会;
关键词
Coupled consolidation; Conceptual model; Unsaturated; WATER-FLOW; AIR-FLOW; MODEL; HEAT;
D O I
10.1016/j.compgeo.2016.10.007
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
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.
引用
收藏
页码:238 / 255
页数:18
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