A HYDRO-MECHANICAL-CHEMICAL COUPLING MODEL FOR GEOMATERIAL WITH BOTH MECHANICAL AND CHEMICAL DAMAGES CONSIDERED
A HYDRO-MECHANICAL-CHEMICAL COUPLING MODEL FOR GEOMATERIAL WITH BOTH MECHANICAL AND CHEMICAL DAMAGES CONSIDERED作者机构:State Key Laboratory of Geomechanies and Geoteehnical EngineeringInstitute of Rock and Soil MechanicsChinese Academy of SciencesWuhan 430071China LMLUMR8107CNRSUniversity of Lille IVilleneuve d'AscqFrance School of Civil Engineering and ArchitectureHubei University of TechnologyWuhan 430068China Laneang River Hydropower Co.LtdKunming 650214China
出 版 物:《Acta Mechanica Solida Sinica》 (固体力学学报(英文版))
年 卷 期:2012年第25卷第4期
页 面:361-376页
核心收录:
学科分类:08[工学] 080104[工学-工程力学] 0815[工学-水利工程] 0805[工学-材料科学与工程(可授工学、理学学位)] 080502[工学-材料学] 0801[工学-力学(可授工学、理学学位)]
基 金:Project supported by the National Natural Science Foundation of China(Nos.51009132,50920105908,50979104and10972221) the Open Research Fund of State Key Laboratory of Geomechanics and Geotechnical Engineering,Institute of Rock and Soil Mechanics,Chinese Academy of Sciences(No.Z011006)
主 题:hydro-mechanical-chemical coupling mechanical damage chemical damage sandstone chemical kinetics
摘 要:A general framework of hydro-mechanical-chemical coupling model is proposed for geomaterial subjected to the dual effects of mechanical loading and chemical degradation. Mechanical damage due to microcracks in solid matrix and chemical damage induced by the increase of porosity due to dissolution of matrix minerals as well as their interactions are considered. A special model is proposed for sandstone. The reaction rate is formulated within the framework of mineral reaction kinetics and can thus take into account different dissolution mechanisms of three main mineral compositions under different pH values. The increase of porosity is physically defined by the dissolution of mineral composition and the chemical damage is related to the increase of porosity. The mechanical behavior is characterized by unified plastic damage and viscoplastic damage modeling. The effective stress is used for describing the effect of pore pressure. The elastic parameters and plastic evolution as well as viscoplastic evolution are dependent on chemical damage. The advection, which is coupled with mechanical damage and chemical damage, is considered as the dominant mechanism of mass transfer. The application of model proposed is from decoupled experiments to fully coupled experiment. The model offers a convenient approach to describing the hydro-mechanical-chemical coupled behavior of geomaterial.