Influence of Base-Angle Bolt Support Parameters and Different Sections on Overall Stability of a Roadway under a Deeply Buried High Stress Environment Based on Numerical Simulation

Qinzheng Wu, Huanxin Liu (), Bing Dai, Li Cheng, Danli Li and Penghui Qin
Additional contact information
Qinzheng Wu: Deep Mining Laboratory, Shandong Gold Group Co., Ltd., Yantai 261400, China
Huanxin Liu: Deep Mining Laboratory, Shandong Gold Group Co., Ltd., Yantai 261400, China
Bing Dai: School of Resource Environment and Safety Engineering, University of South China, Hengyang 421001, China
Li Cheng: Deep Mining Laboratory, Shandong Gold Group Co., Ltd., Yantai 261400, China
Danli Li: School of Resource Environment and Safety Engineering, University of South China, Hengyang 421001, China
Penghui Qin: School of Resource Environment and Safety Engineering, University of South China, Hengyang 421001, China

Sustainability, 2023, vol. 15, issue 3, 1-15

Abstract: Strengthening the base-angle of a roadway can have a beneficial impact on its overall stability, but the specific optimal parameter selection range is still unclear. Fast Lagrangian Analysis of Continua 3D (FLAC3D) software is used to carry out the stability analysis of 5 kinds of roadway models with different section shapes under the conditions of no support and different base-angle bolt support angles, and the simulation verification is carried out under the actual working conditions of the Sanshandao Gold Mine. The conclusion is as follows: without support, the self-stability of a tri-centric arch roadway is the best, and that of a rectangular roadway is the worst. When the base-angle bolt dip angle is between 15° and 45°, a better supporting effect can be obtained under the established 5 kinds of roadway sections. In the straight wall circular arch roadway of the Sanshandao Gold Mine, the roadway stability is the best when the angle of the base-angle bolt is 15°. However, changing the length of the base-angle bolt, even if the length of the base-angle bolt is increased to a certain extent, will decrease the overall supporting effect of the supporting structure. This paper can provide a reference for the selection of tunnel bottom corner bolt support parameters.

Keywords: numerical simulation; base-angle bolt; inclined angle of the bolt; bolt length; support optimization (search for similar items in EconPapers)
JEL-codes: O13 Q Q0 Q2 Q3 Q5 Q56 (search for similar items in EconPapers)
Date: 2023
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