Blasting, Volume. 42, Issue 2, 22(2025)

Analytical Solution and Influencing Factors of Dynamic Response of Deep-buried Diversion Tunnel with Circular Composite Lining under Transient Disturbance by P-wave

LI Mei1,2,3, LU Yu-jia1, MEI Wan-quan4, HAN Gao-sheng5,6、*, CHEN Guang-hai7, ZHAO Ming-sheng8,9, KE Chang-jun1, and REN Gao-feng1,2,3
Author Affiliations
  • 1School of Resources and Environmental Engineering, Wuhan University of Technology, Wuhan 430070, China
  • 2Ministry of Education Key Laboratory of KeyNon-metallic Mineral Resources Green Utilization, Wuhan University of Technology, Wuhan 430070, China
  • 3Hubei Key Laboratory of Mineral Resources Processing and Environment, Wuhan University of Technology, Wuhan 430070, China
  • 4State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China
  • 5School of Civil Engineering and Architecture, Wuhan University of Technology, Wuhan 430070, China
  • 6China Railway Siyuan Survey and Design Group Co., Ltd., Wuhan 430068, China
  • 7China railway Shanghai Engineering Bureau Group Fourth Engineering Co., Ltd., Tianjin 300000, China
  • 8Key Laboratory of Safety Intelligent Mining in Non-coal Open-pit Mines, National Mine Safety Administration, Guangzhou 510623, China
  • 9Hongda Blasting Engineering Group Co., Ltd., Guangzhou 510623, China
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    References(8)

    [8] [8] XIANG Gong-liang, TAO Ming, ZHAO Rui, et al. Dynamic response of water-rich tunnel subjected to plane P wave considering excavation induced damage zone[J]. Underground Space, 2024, 15: 113-130.

    [9] [9] TAO Ming, XIANG Gong-liang, ZHAO Rui, et al. Scattering of P-wave and transient response around a fluid-filled cavity in an elastic medium[J]. Journal of Central South University, 2023, 30(2): 568-583.

    [11] [11] MEI Wan-quan, LI Mei, PAN Peng-zhi, et al. Blasting induced dynamic response analysis in a rock tunnel based on combined inversion of Laplace transform with elasto-plastic cellular automaton[J]. Geophysical Journal International, 2021, 225(1): 699-710.

    [14] [14] YI Chang-ping, ZHANG Ping, DANIEL Johansson, et al. Dynamic response of a circular lined tunnel with an imperfect interface subjected to cylindrical P-waves[J]. Computers and Geotechnics, 2014, 55: 165-171.

    [15] [15] LU Shi-wei, ZHOU Chuan-bo, ZHANG Zhen, et al. Particle velocity response of surrounding rock of a circular tunnel subjected to cylindrical P-waves[J]. Tunnelling and Underground Space Technology, 2019, 83: 393-400.

    [17] [17] TAO M, ZHAO H T, LI Z W, et al. Analytical and numerical study of a circular cavity subjected to plane and cylindrical P-wave scattering[J]. Tunnelling and Underground Space Technology, 2020, 95: 103143.

    [18] [18] LI Xi-bing, LI Chong-jin, CAO Wen-zhou, et al. Dynamic stress concentration and energy evolution of deep-buried tunnels under blasting loads[J]. International Journal of Rock Mechanics and Mining Sciences, 2018, 104: 131-146.

    [19] [19] MEI Wan-quan, XIA Yuan-you, PAN Peng-zhi, et al. Transient wave-induced dynamic responses of a circular composite-lined tunnel with imperfect interface[J]. Waves in Random and Complex Media, 2022: 1-23.

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    LI Mei, LU Yu-jia, MEI Wan-quan, HAN Gao-sheng, CHEN Guang-hai, ZHAO Ming-sheng, KE Chang-jun, REN Gao-feng. Analytical Solution and Influencing Factors of Dynamic Response of Deep-buried Diversion Tunnel with Circular Composite Lining under Transient Disturbance by P-wave[J]. Blasting, 2025, 42(2): 22

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    Paper Information

    Category:

    Received: Jul. 19, 2024

    Accepted: Jun. 24, 2025

    Published Online: Jun. 24, 2025

    The Author Email: HAN Gao-sheng (79428069@qq.com)

    DOI:10.3963/j.issn.1001-487x.2025.02.003

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