A study of crack propagation during blasting under high in-situ stress conditions based on an improved CDEM method

被引:19
作者
Ding, Chenxi [1 ,2 ,3 ]
Liang, Xintong [1 ,2 ]
Yang, Renshu [1 ,2 ]
Zhang, Zong-Xian [4 ]
Guo, Xiao [5 ]
Feng, Chun [6 ]
Zhu, Xinguang [6 ]
Xie, Quanmin [3 ]
机构
[1] Univ Sci & Technol Beijing, Sch Civil & Resource Engn, Beijing 100083, Peoples R China
[2] Univ Sci & Technol Beijing, Key Lab, Minist Educ High Efficient Min & Safety Met Mines, Beijing, Peoples R China
[3] Jianghan Univ, Hubei Key Lab Blasting Engn, Wuhan, Peoples R China
[4] Univ Oulu, Oulu Min Sch, Oulu, Finland
[5] Univ Sci & Technol Beijing, Sch Math & Phys, Beijing, Peoples R China
[6] Chinese Acad Sci, Inst Mech, Key Lab Mech Fluid Solid Coupling Syst, Beijing, Peoples R China
基金
中国国家自然科学基金;
关键词
Crushed zone; energy dissipation; in-situ stress; crack propagation; stress evolution; ROCK; EXCAVATION; FRACTURE; MODEL;
D O I
10.1080/15376494.2023.2208112
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Considering the energy consumption of the crushed zone caused by blasting, the energy dissipation characteristics were investigated through theoretical calculation and a plug-in for calculation of energy reduction was made. As a result, an improved CDEM method suitable for studying blast-induced crack propagation was proposed. The improved CDEM method was then used to numerically simulate the blast-induced crack propagation under three different in-situ stress conditions: uniaxial in-situ stress, biaxial equal in-situ stresses and biaxial unequal in-situ stresses. It was found that the in-situ stress conditions had significant effects on the distribution of the blast-induced cracks, the evolution of blast-induced stresses and the propagation of the blast-induced cracks. At the uniaxial in-situ stress condition, the vertical in-situ stress reduced the tip stresses of the horizontal crack and inhibited the propagation of the horizontal crack. At the biaxial equal in-situ stress condition, the peak radial stresses and circumferential stresses of the gauging points decreased gradually with the increase of in-situ stresses. In particular, the circumferential stresses of the gauging points gradually changed from tension to compression with an increasing in-situ stress. At the biaxial unequal in-situ stress condition, there were different inhibitions on crack propagation in the horizontal direction and the vertical one.
引用
收藏
页码:4922 / 4939
页数:18
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