中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Micromechanical behavior of jointed rock masses under uniaxial compression loading: a numerical study based on the discrete element method

文献类型:期刊论文

作者Xu, Wenhui; Ren, Weizhong; Liu, Yibiao; Liu, Chenchen; Cai, Simin
刊名EUROPEAN JOURNAL OF ENVIRONMENTAL AND CIVIL ENGINEERING
出版日期2022-11-12
关键词Discrete element method fabric tensor jointed rock mass failure process anisotropy
ISSN号1964-8189
英文摘要The discrete element method is used to study the deformation process and failure mechanism of rock masses under uniaxial compression when the initial joint frequency increases. In this study, a systematic analysis is carried out to investigate failure mechanisms in rock masses with special emphasis on macroscopic deformation processes and the micromechanical origin. The influences of joints on strength, deformability, stress-strain relationship, and failure mode are studied at the macroscopic level. The tensile and shear crack distribution, fragment characteristics, and energy dissipation are also analyzed to advance the understanding of the deformation process and failure mechanism of jointed rock masses. The microevolution of fabric and forces anisotropy during loading and contact force distribution provide insights into the effect of increasing initial joint frequency on the macroscopic deformation behavior of rocks. The results reveal that with the increasing initial joint frequency, the specimen exhibits brittle-ductile characteristics, and the failure mode changes from splitting to sliding along the joint surfaces. They also show how the deceleration in the growth of fabric and contact forces anisotropy develops and confirm that the increase in initial joints and corresponding microstructural changes can suppress the development of anisotropy, thereby significantly reducing the strength of rock samples.
学科主题Engineering
语种英语
WOS记录号WOS:000891480200001
出版者TAYLOR & FRANCIS LTD
源URL[http://119.78.100.198/handle/2S6PX9GI/34800]  
专题中科院武汉岩土力学所
作者单位1.Chinese Academy of Sciences; Wuhan Institute of Rock & Soil Mechanics, CAS;
2.Chinese Academy of Sciences; University of Chinese Academy of Sciences, CAS
推荐引用方式
GB/T 7714
Xu, Wenhui,Ren, Weizhong,Liu, Yibiao,et al. Micromechanical behavior of jointed rock masses under uniaxial compression loading: a numerical study based on the discrete element method[J]. EUROPEAN JOURNAL OF ENVIRONMENTAL AND CIVIL ENGINEERING,2022.
APA Xu, Wenhui,Ren, Weizhong,Liu, Yibiao,Liu, Chenchen,&Cai, Simin.(2022).Micromechanical behavior of jointed rock masses under uniaxial compression loading: a numerical study based on the discrete element method.EUROPEAN JOURNAL OF ENVIRONMENTAL AND CIVIL ENGINEERING.
MLA Xu, Wenhui,et al."Micromechanical behavior of jointed rock masses under uniaxial compression loading: a numerical study based on the discrete element method".EUROPEAN JOURNAL OF ENVIRONMENTAL AND CIVIL ENGINEERING (2022).

入库方式: OAI收割

来源:武汉岩土力学研究所

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