On constitutive modelling of unsaturated soils

被引：175
|
作者：
Gens, Antonio [1 ]
Sanchez, Marcelo [2 ]
Sheng, Daichao [3 ]
机构：
[1] Tech Univ Catalonia, Dept Geotech Engn & Geosci, Barcelona, Spain
[2] Univ Strathclyde, Dept Civil Engn, Glasgow, Lanark, Scotland
[3] Univ Newcastle, Discipline Civil Surveying & Environm Engn, Callaghan, NSW 2308, Australia
来源：
ACTA GEOTECHNICA | 2006年 / 1卷 / 03期
关键词：
Unsaturated soils; Constitutive models; Expansive soils; Elastoplasticity; Thermodynamics;
D O I：
10.1007/s11440-006-0013-9
中图分类号：
P5 [地质学];
学科分类号：
0709 ; 081803 ;
摘要：
The paper presents a review of constitutive modelling of unsaturated soils. After a brief historical perspective, a number of existing constitutive models are classified and discussed according to the type of stress variables adopted in their formulation. Afterwards, attention is given to recent developments in the proposal of coupled hydraulic-mechanical models and the possibility of casting them in a sound thermodynamical framework. Finally, a double structure model for expansive soils is described. The incorporation of microstructural considerations and its use as a platform for incorporating the influence of new variables are highlighted.
引用
收藏
页码：137 / 147
页数：11
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