Abstract

Rockbursts have important influences on construction safety, so the risk assessment of rockburst intensity has great significance. Firstly, the depth of the rockburst, the uniaxial compressive strength, the stress concentration coefficients, the brittleness coefficients, and the elastic energy index are selected as the evaluation index. Secondly, an assessment model is developed based on the fuzzy variable theory. And the model is proposed to assess the rockburst intensity in the highway tunnel. Finally, the results demonstrate that the results derived from the proposed model are consistent with the current specifications; the accurate rate comes to 100%. The method can determine the risk level of rockburst intensity and provide an alternative scheme. Hence, the study can accurately present a new approach to assess the rockburst intensity in the future.

Details

Title
The risk assessment of rockburst intensity in the highway tunnel based on the variable fuzzy sets theory
Author
Wang, Ai-Feng 1 ; Yang, Xiu-Tao 2 ; Gu, Xin-Bao 3 

 School of Architecture, Nanyang Institute of Technology, Nanyang, China (GRID:grid.464384.9) (ISNI:0000 0004 1766 1446) 
 Henan Planning Design & Research Institute Co. Ltd., Zhengzhou, China (GRID:grid.464384.9) 
 Nanyang Institute of Technology, School of Civil Engineering, Nanyang, China (GRID:grid.464384.9) (ISNI:0000 0004 1766 1446) 
Pages
4755
Publication year
2023
Publication date
2023
Publisher
Nature Publishing Group
e-ISSN
20452322
Source type
Scholarly Journal
Language of publication
English
ProQuest document ID
2789897900
Copyright
© The Author(s) 2023. This work is published under http://creativecommons.org/licenses/by/4.0/ (the “License”). Notwithstanding the ProQuest Terms and Conditions, you may use this content in accordance with the terms of the License.