An elastoplastic model for unsaturated rocks and concrete

被引：36

作者：

Bourgeois, F

Shao, JF

Ozanam, O

机构：

[1] Univ Sci & Tech Lille, Lab Mech Lille, EUDIL, USTL, F-59650 Villeneuve Dascq, France

[2] ANDRA, Chatenay Malabry, France

来源：

MECHANICS RESEARCH COMMUNICATIONS | 2002年 / 29卷 / 05期

关键词：

D O I：

10.1016/S0093-6413(02)00306-3

中图分类号：

O3 [力学];

学科分类号：

08 ; 0801 ;

摘要：

This paper presents an elastoplastic model for unsaturated rocks and concrete. The formulation is based on the poroplastic theory of porous media. The effect of water saturation on plastic deformation is described through a generalised effective stress. Plastic shrinkage and swelling due to suction change are taken into account. All model's parameters can be determined from specific laboratory tests. Comparisons between numerical simulations and experimental data are provided for a claystone. (C) 2002 Elsevier Science Ltd. All rights reserved.

引用

页码：383 / 390

页数：8

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