A review of numerical techniques approaching microstructures of crystalline rocks

被引:66
作者
Zhang, Yahui [1 ]
Wong, Louis Ngai Yuen [1 ]
机构
[1] Univ Hong Kong, Dept Earth Sci, Room 306,James Lee Sci Bldg, Hong Kong, Hong Kong, Peoples R China
关键词
Rock mechanics; Numerical techniques; Crystalline rock; Micro-structure; DISCONTINUOUS DEFORMATION ANALYSIS; DISCRETE ELEMENT METHOD; BONDED-PARTICLE MODEL; STRESS-INDUCED MICROCRACKS; MECHANICAL-BEHAVIOR; UNIAXIAL COMPRESSION; BRITTLE FAILURE; ANALYSIS DDA; MICROMECHANICAL PARAMETERS; MICROSCOPIC PROPERTIES;
D O I
10.1016/j.cageo.2018.03.012
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
The macro-mechanical behavior of crystalline rocks including strength, deformability and failure pattern are dominantly influenced by their grain-scale structures. Numerical technique is commonly used to assist understanding the complicated mechanisms from a microscopic perspective. Each numerical method has its respective strengths and limitations. This review paper elucidates how numerical techniques take geometrical aspects of the grain into consideration. Four categories of numerical methods are examined: particle-based methods, block based methods, grain-based methods, and node-based methods. Focusing on the grain-scale characters, specific relevant issues including increasing complexity of micro-structure, deformation and breakage of model elements, fracturing and fragmentation process are described in more detail. Therefore, the intrinsic capabilities and limitations of different numerical approaches in terms of accounting for the micro-mechanics of crystalline rocks and their phenomenal mechanical behavior are explicitly presented.
引用
收藏
页码:167 / 187
页数:21
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