Elastoplastic modelling of hydraulic and stress-strain behaviour of unsaturated soils

被引：167
作者：
Sun, De'an
Sheng, Daichao
Sloan, Scott W.
机构：
[1] Shanghai Univ, Dept Civil Engn, Shanghai 200072, Peoples R China
[2] Univ Newcastle, Sch Engn, Discipline Civil Surveying & Environm Engn, Newcastle, NSW 2308, Australia
来源：
MECHANICS OF MATERIALS | 2007年 / 39卷 / 03期
关键词：
elastoplastic model; unsaturated soil; stress strain behaviour; water-retention behaviour; triaxial test;
D O I：
10.1016/j.mechmat.2006.05.002
中图分类号：
T [工业技术];
学科分类号：
08 ;
摘要：
This paper presents an elastoplastic model for predicting the hydraulic and stress-strain behaviour of unsaturated soils. The model takes into consideration the effect of the degree of saturation on stress-strain behaviour, the effect of the void ratio on water-retention behaviour, and the influence of suction. Model predictions of the stress-strain and water-retention response are compared with those obtained from triaxial tests on unsaturated soil during isotropic and shear loading with and without suction change. The comparisons indicate that the model can quantitatively reproduce the hydraulic and mechanical behaviour of unsaturated soils. (c) 2006 Elsevier Ltd. All rights reserved.
引用
收藏
页码：212 / 221
页数：10
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