Modeling of Creep Behavior of an Argillaceous Rock by Numerical Homogenization Method

被引:7
作者
Dahhaoui, Hachimi [1 ]
Belayachi, Naima [2 ]
Zadjaoui, Abdeldjalil [1 ]
机构
[1] Univ Tlemcen, Dept Civil Engn, RisAM Lab, BP 230 Rue Abi Ayad Abdelkar, Tilimsen 13000, Algeria
[2] Univ Tours, Univ Orleans, INSA Ctr Val de Loire, Lab Mecan Gabriel Lame Polytech Orleans, 8 Rue Leonard de Vinci, F-45072 Orleans, France
来源
PERIODICA POLYTECHNICA-CIVIL ENGINEERING | 2018年 / 62卷 / 02期
关键词
creep; numerical homogenization; micromechanics; clay-stone; experimental validation; TIME-DEPENDENT BEHAVIOR; CALLOVO-OXFORDIAN CLAYSTONE; HYDROMECHANICAL BEHAVIOR; MICROMECHANICAL MODEL; MECHANICAL-BEHAVIOR; DAMAGE BEHAVIOR; CLAYEY ROCKS; DEFORMATION; GEOMATERIAL; ARGILLITE;
D O I
10.3311/PPci.11697
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper is devoted to modeling the creep behavior of argillaceous rock and a comparison with experimental and numerical results from literature. The proposed time dependent modeling is based on a numerical homogenization method, matrix-inclusion material microstructure and a creep micro-mechanical model. The nonlinear viscosity of the argillaceous matrix is described by the creep model "Modified Time Hardening", while classical linear elasticity is applied for the calcite and quartz inclusions. The simulation accuracy was analyzed under single and multistage creep test. A satisfactory agreement between the simulation and the experimental results are obtained by assuming the main mineral phases of the Callovo-Oxfordian argillite. It was found that better agreements could be obtained when the multi-scale modeling is performed on sample with a given mineralogical composition and much more precisely volume fraction. The results show how numerical homogenization method is capable of effectively modelling macroscopic creep deformation.
引用
收藏
页码:462 / 469
页数:8
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