中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Numerical study of unstable failure behavior in heterogeneous rock pillar

文献类型:期刊论文

作者Zhang, Shirui1,3; Qiu, Shili1; Jiang, Quan1; Wang, Ben1,3; Hu, Xunjian2; Zhang, Hao1
刊名ENGINEERING FRACTURE MECHANICS
出版日期2023-09-27
卷号290页码:20
关键词Rock pillar Heterogeneity FDEM Unstable failure evaluation Loading system stiffness (LSS)
ISSN号0013-7944
DOI10.1016/j.engfracmech.2023.109529
英文摘要Strain bursting in deep-buried tunnels is a common engineering disaster closely related to the failure mechanism and loading system stiffness (LSS). The rock failure mechanism cannot be explicitly captured using the homogeneous model. In this study, the failure characteristics of heterogeneous rock pillars under different LSS were simulated using the combined finite-discrete element method (FDEM), and the grain-based model in FDEM was constructed using a C++ subroutine. The simulation results show that with the decrease of the LSS, the post-peak stressstrain curve of the specimen slows down, the specimen undergoes unstable failure, and the fragmentation degree of the specimen, released kinetic energy, and post-peak crack increase rate grow. Under soft loading conditions, rock heterogeneity is an important factor affecting the degree of rock failure. The ratio of shear cracks to tensile cracks, strain energy of the loading system (LSSE), and post-peak crack increase rate can be regarded as indicators for distinguishing between stable and unstable failure of rocks. Furthermore, by comprehensively considering the LSS, rock heterogeneity and failure phenomena, an empirical index for evaluating the degree of rock failure was proposed.
资助项目National Natural Science Foundation of China[52279117] ; National Natural Science Foundation of China[42102266] ; [51979268]
WOS研究方向Mechanics
语种英语
WOS记录号WOS:001058886100001
出版者PERGAMON-ELSEVIER SCIENCE LTD
源URL[http://119.78.100.198/handle/2S6PX9GI/39289]  
专题中科院武汉岩土力学所
通讯作者Qiu, Shili
作者单位1.Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan 430071, Peoples R China
2.Zhejiang Univ, Res Ctr Coastal & Urban Geotech Engn, Hangzhou 310058, Peoples R China
3.Univ Chinese Acad Sci, Beijing 100049, Peoples R China
推荐引用方式
GB/T 7714
Zhang, Shirui,Qiu, Shili,Jiang, Quan,et al. Numerical study of unstable failure behavior in heterogeneous rock pillar[J]. ENGINEERING FRACTURE MECHANICS,2023,290:20.
APA Zhang, Shirui,Qiu, Shili,Jiang, Quan,Wang, Ben,Hu, Xunjian,&Zhang, Hao.(2023).Numerical study of unstable failure behavior in heterogeneous rock pillar.ENGINEERING FRACTURE MECHANICS,290,20.
MLA Zhang, Shirui,et al."Numerical study of unstable failure behavior in heterogeneous rock pillar".ENGINEERING FRACTURE MECHANICS 290(2023):20.

入库方式: OAI收割

来源:武汉岩土力学研究所

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