Unsaturated soils: From constitutive modelling to numerical algorithms

被引:125
作者
Sheng, Daichao [1 ]
Gens, Antonio [2 ]
Fredlund, Delwyn G. [3 ]
Sloan, Scott W. [1 ]
机构
[1] Univ Newcastle, Ctr Geotech & Mat Modelling, Callaghan, NSW 2308, Australia
[2] Tech Univ Catalonia, Dept Geotech Engn & Geosci, Barcelona, Spain
[3] Golder Associates, Saskatoon, SK, Canada
关键词
Unsaturated soils; Constitutive modelling; Numerical algorithms;
D O I
10.1016/j.compgeo.2008.08.011
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
This paper presents an overview of constitutive modelling of unsaturated soils and the numerical algorithms for solving the associated boundary value problems. It first discusses alternative stress and strain variables that can be used in constitutive models for unsaturated soils. The paper then discusses the key issues in unsaturated soil modelling and how these issues can be incorporated into an existing model for saturated soils. These key issues include (1) volumetric behaviour associated with saturation or suction changes; (2) strength behaviour associated with saturation and suction changes, and (3) hydraulic behaviour associated with saturation or suction changes. The paper also shows how hysteresis in soil-water characteristics can be incorporated into the elasto-plastic framework, leading to coupled hydro-mechanical models. Finally, the paper demonstrates the derivation of the incremental stress-strain relations for unsaturated soils and discusses briefly the new challenges in implementing these relations into the finite element method. (C) 2008 Elsevier Ltd. All rights reserved.
引用
收藏
页码:810 / 824
页数:15
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