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Macro and meso analysis of jointed rock mass triaxial compression test by using equivalent rock mass (ERM) technique
引用本文:周喻,吴顺川,高永涛,A. Misra.Macro and meso analysis of jointed rock mass triaxial compression test by using equivalent rock mass (ERM) technique[J].中南工业大学学报(英文版),2014(3):1125-1135.
作者姓名:周喻  吴顺川  高永涛  A. Misra
作者单位:[1]Key Laboratory for Efficient Mining and Safety of Metal Mine of Ministry of Education of China (University of Science and Technology Beijing), Beijing 100083, China [2]School of Engineering, University of Kansas, KS 66045-7609, USA
基金项目:Projects(51074014, 51174014) supported by the National Natural Science Foundation of China
摘    要:Methods that can efficiently model the effects of rock joints on rock mass behavior can be beneficial in rock engineering. The suitability of equivalent rock mass (ERM) technique based upon particle methods is investigated. The ERM methodology is first validated by comparing calculated and experimental data of lab triaxial compression test on a set of cylindrical rock mass samples, each containing a single joint oriented in various dip angles. The simulated results are then used to study the stress-strain nonlinearity and failure mechanism as a function of the joint dip angle and confining stress. The anisotropy and size effects are also investigated by using multi-scale cubic ERM models subjected to triaxial compression test. The deformation and failure behavior are found to be influenced by joint degradation, the micro-crack formation in the intact rock, the interaction between two joints, and the interactions of micro-cracks and joints.

关 键 词:三轴压缩试验  节理岩体  ERM  技术  等效  宏观  岩石工程  风险管理方法

Macro and meso analysis of jointed rock mass triaxial compression test by using equivalent rock mass (ERM) technique
Affiliation:ZHOU Yu, WU Shun-chuan, GAO Yong-tao, A. Misra( 1. Key Laboratory for Efficient Mining and Safety of Metal Mine of Ministry of Education of China (University of Science and Technology Beijing), Beijing 100083, China; 2. School of Engineering, University of Kansas, KS 66045-7609, USA)
Abstract:jointed rock mass discrete element method equivalent rock mass technique macro meso
Keywords:jointed rock mass  discrete element method  equivalent rock mass technique  macro  meso
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