Underground Engineering Rock Burst Review of Research

2012 ◽  
Vol 256-259 ◽  
pp. 1161-1166
Author(s):  
Li Guo ◽  
Cheng Jing Zhou ◽  
Zhang Ru

Based on the research of rock burst in underground engineering at home and abroad, definition,type, intensity grading,influencing factors,the failure mechanism,the empirical criterion and on-site forecasting and control methods of rock burst are summarized systematically. The current main problems in rock burst research are pointed out and the idea of rock burst comprehensive prediction are put forward. We recommend that the rock burst prediction should be divided into three steps, i.e. tendentiousness prediction,trend prediction and field prediction and forecasting.

2019 ◽  
Vol 2019 ◽  
pp. 1-19 ◽  
Author(s):  
Xiao-fei Guo ◽  
Zhiqiang Zhao ◽  
Xu Gao ◽  
Zhen-kai Ma ◽  
Nian-jie Ma

Large-scale expansion of failure areas in rocks surrounding underground cavities causes severe destruction of the underground space and may trigger serious disasters. To study the large-scale failure mechanism and expansion laws of rocks surrounding underground cavities, we performed a theoretical study of the distribution characteristics of the stress field around a circular cavity and determined the directional sharp-point failure mechanism by analysing the stress destructive power using the three elements of the Mohr circle. Results showed that, along the circumferential direction, the stress destructive power increases first and then decreases, showing a sharp-angular distribution. Rock with any properties will suffer priority damage at the stress sharp point. The direction criterion of the stress sharp points was proposed, and the direction of these points showed a convergent behaviour in the radial direction of the cavity, tending to be stable at 40°-50° beyond five times the cavity radius. In addition, the results were verified by FLAC3D numerical simulation. The theoretical analysis for the ideal circular cavity may provide references to study the damage laws of rocks surrounding other irregular-shaped space, as well as providing a theoretical basis for the prevention and control of underground engineering disasters.


2021 ◽  
Vol 226 ◽  
pp. 108826
Author(s):  
Chenguang Liu ◽  
Junlin Qi ◽  
Xiumin Chu ◽  
Mao Zheng ◽  
Wei He

2021 ◽  
Vol 787 (1) ◽  
pp. 012027
Author(s):  
Yudian Li ◽  
Jiajie Dong ◽  
Kai Fei ◽  
Hao Song ◽  
Zeyi Li ◽  
...  

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