共 36 条
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.
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页码:4922 / 4939
页数:18
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