An elasto-plastic damage model for argillaceous geomaterials

被引:6
作者
Alizadeh, A. [1 ]
Gatmiri, B. [1 ,2 ]
机构
[1] Univ Tehran, Dept Civil Engn, Tehran, Iran
[2] Agence Natl Gest Dchets RAdioactifs ANDRA, Chatenay Malabry, France
基金
美国国家科学基金会;
关键词
Clayey geomaterials; continuum damage mechanics (CDM); unsaturated porous media; heating of bentonite; FINITE-ELEMENT FORMULATION; UNSATURATED SOILS; ANISOTROPIC DAMAGE; MECHANICAL BEHAVIOR; EFFECTIVE STRESS; ELASTIC-MODULI; THETA-STOCK; BENTONITE; BARRIER; ALGORITHMS;
D O I
10.1016/j.clay.2016.09.009
中图分类号
O64 [物理化学(理论化学)、化学物理学];
学科分类号
070304 ; 081704 ;
摘要
The aim of this paper is to present a new elastoplastic damage model for unsaturated porous media. The proposed model within the context of poromechanics is intended for constitutive modelling of geomaterials which show two (irreversible) dissipative aspects involving plastic flow and damage. Independent stress state variables, namely net stress and suction, are adopted as stress variables of the model. Barcelona Basic Model is extended to a non-isothermal formulation and is coupled to a damage formulation using damage dependent yield surface and damaged stress variables. The stress state variables are transformed into the damaged state through the definition of effective damaged suction and effective damaged net stress in the framework of Continuum Damage Mechanics (CDM). Damage effects on intrinsic permeability and transfer laws are also taken into consideration. The model has been implemented in Theta-STOCK Code and predictive capabilities of the model have been evaluated against experimental results from the literature. The model is validated by comparing the numerical results with experimental results of argillites and results of an elastodamage model. The proposed model is also shown to give satisfactory simulation results which match the experimental data from a heating test on bentonite samples. (C) 2016 Elsevier B.V. All rights reserved.
引用
收藏
页码:82 / 94
页数:13
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