Numerical Simulation of Heterogeneous Rock Using Discrete Element Model Based on Digital Image Processing

被引:115
作者
Tan, Xin [1 ]
Konietzky, Heinz [2 ]
Chen, Wei [2 ]
机构
[1] Hunan Univ, Geotech Inst, Coll Civil Engn, Changsha, Hunan, Peoples R China
[2] TU Bergakad Freiberg, Geotech Inst, Freiberg, Germany
基金
中国博士后科学基金; 中国国家自然科学基金;
关键词
Discrete element method; Digital image processing; Micro-crack; Heterogeneity; Brazilian test; granite; MICROCRACKS; FAILURE;
D O I
10.1007/s00603-016-1030-0
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
[No abstract available]
引用
收藏
页码:4957 / 4964
页数:8
相关论文
共 24 条
[1]   A new image analysis technique for the quantitative assessment of microcracks in cement-based materials [J].
Ammouche, A ;
Breysse, D ;
Hornain, H ;
Didry, O ;
Marchand, J .
CEMENT AND CONCRETE RESEARCH, 2000, 30 (01) :25-35
[2]   Image analysis for the automated study of microcracks in concrete [J].
Ammouche, A ;
Riss, J ;
Breysse, D ;
Marchand, J .
CEMENT & CONCRETE COMPOSITES, 2001, 23 (2-3) :267-278
[3]   Digital image-based numerical modeling method for prediction of inhomogeneous rock failure [J].
Chen, S ;
Yue, ZQ ;
Tham, LG .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2004, 41 (06) :939-957
[4]   Characterization of Anisotropy of Joint Surface Roughness and Aperture by Variogram Approach Based on Digital Image Processing Technique [J].
Chen, S. J. ;
Zhu, W. C. ;
Yu, Q. L. ;
Liu, X. G. .
ROCK MECHANICS AND ROCK ENGINEERING, 2016, 49 (03) :855-876
[5]  
Christianson M., 2006, 41 US S ROCK MECH US
[6]  
Cundall P. A., 1993, COMPREHENSIVE ROCK E
[7]  
CUNDALL PA, 1980, PCAR180 US ARM CORPS
[8]  
Dinh QD, 2011, THESIS
[9]   An evaluation of image analysis algorithms for constructing discontinuity trace maps [J].
Hadjigeorgiou, J ;
Lemy, F ;
Côté, P ;
Maldague, X .
ROCK MECHANICS AND ROCK ENGINEERING, 2003, 36 (02) :163-179
[10]  
Itasca Consulting Group Inc, 2006, UDEC UN DIST EL COD