Analysis of the Influence of Rock Mechanics Variables on the Stability of Tunnel Surrounding Rock Based on Engineering Mathematics Applications

被引:0
作者
Lv, Bo [1 ]
Wang, Yufei [1 ]
Hong, Zhiqing [1 ]
Wang, Hongguang [1 ]
机构
[1] Zhejiang Communications Construction Group Co., Ltd., Hangzhou
来源
Journal of Combinatorial Mathematics and Combinatorial Computing | 2024年 / 122卷
关键词
Engineering applications; Mechanical characteristics; Rock mass; Stability; Tunnel;
D O I
10.61091/jcmcc122-14
中图分类号
学科分类号
摘要
Tunnels are essential infrastructure elements, and it is critical to maintain their stability for both operation and safety. Using engineering techniques, this study examines the correlation between rock mass motorized characteristics and tunnel surrounding rock stability. This study utilizes the multi-sensor monitoring data of the surrounding rock mechanical characteristics and tunnel support structure collected during tunnel boring machine construction as its research object. The integrated cuckoo search optimized Upgraded dynamic convolutional neural network (ICSO-UDCNN) has been utilized for predicting the tunnel parameters. In general, the surrounding rock’s hardness correlates with its level, which in turn determines how quickly tunnels are being excavated. There is a stronger correlation of 98% between the field penetration index (FPI) variables of the rock’s characteristic slope along the conditions surrounding the tunnel. The most significant factor influencing its deformation is the surrounding rock’s mechanical characteristics. For engineers and other decision-makers engaged in tunnel design, building, and maintenance, the study’s findings add a greater understanding of the variables affecting tunnel stability. This research provides an establishment for enhancing security protocols, lowering hazards related to tunneling operation, and optimizing tunnel engineering techniques by quantitatively evaluating the influence of rock mass mechanical factors on solidity. © 2024 the Author(s), licensee Combinatorial Press.
引用
收藏
页码:173 / 184
页数:11
相关论文
共 20 条
[1]  
Sulaiman J.M., Devi M.G., Urban underground space development, International Research Journal of Engineering and Technology, 7, 5, pp. 3095-3103, (2020)
[2]  
McDonald T., Robinson M., Tian G.Y., Developments in 3D visualisation of the rail tunnel subsurface for inspection and monitoring, Applied Sciences, 12, 22, (2022)
[3]  
Fruhwirt D., Sturm P., Steiner H., Borchiellini R., Development of a methodology for studying tunnel climate in long railway tunnels and for optimizing the design process of cross-passage cooling systems, Tunnelling and Underground Space Technology, 138, (2023)
[4]  
Yang Y., Wang Y., Easa S.M., Yan X., Risk factors influencing tunnel construction safety: Structural equation model approach, Heliyon, 9, (2023)
[5]  
Su Y., Su Y., Zhao M., Vlachopoulos N., Tunnel stability analysis in weak rocks using the convergence confinement method, Rock Mechanics and Rock Engineering, 54, pp. 559-582, (2021)
[6]  
Sari M., Determination of representative elementary volume (REV) for jointed rock masses exhibiting scale-dependent behavior: a numerical investigation, International Journal of Geo-Engineering, 12, 1, (2021)
[7]  
Ma T., Lin D., Tang C.A., Yadav K.P., Feng Z., Ma K., Microseismic monitoring, positioning principle, and sensor layout strategy of rock mass engineering, Geofluids, 2020, 1, (2020)
[8]  
Sousa R.L., Einstein H.H., Lessons from accidents during tunnel construction, Tunnelling and Underground Space Technology, 113, (2021)
[9]  
Joshi D.R., Assessment of Tunnel Stability and Evaluation of Rock Support in Head-race Tunnel of Super Madi Hydroelectric Project, Nepal, (2021)
[10]  
Hu B., Xiao M., Fu X., Yang J., Xu C., Wu J., Zhou Y., FDEM numerical study of the influence law of geostress on state and pressure of tunnel surrounding rock, Frontiers in Ecology and Evolution, 11, (2023)