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Experimental research on water inrush in tunnel construction

Author

Listed:
  • De-xian Liang
  • Zhen-quan Jiang
  • Shu-yun Zhu
  • Qiang Sun
  • Zi-wei Qian

Abstract

With the rapid development of underground construction, a large number of tunnels will be built at the positions where unprecedentedly complex geological conditions exist. It results in more and more tunnel water inrush accidents. Study on water inrush becomes more and more important. The water inrush in tunnel construction is the results of water–rock coupling interaction. The surrounding rock stress state changes continuously in tunnel excavation, so recording the data of stress, displacement and water pressure in the whole process is essential to the research of the tunnel water inrush mechanism. By the physical simulation experiment of water inrush in tunnel excavation, the change laws of stress, displacement and water pressure were analyzed: The displacement increased gradually at the beginning, but sharply increased when excavation reached the water-bearing structure; the stress concentrated in the early period and released later; the water pressure increased sharply firstly and stabilized afterward with slow but continuous decrease. The whole water inrush process can be divided into two periods: accumulating period and instability period. The accumulating period was characterized by the stable development with elastic potential energy and rock damage accumulating continuously, while the instability period performed state’s sudden changing. Based on the analysis above, actual engineering cases and cusp catastrophe theory, the criteria of water inrush were established and verified with the experimental data. Copyright Springer Science+Business Media Dordrecht 2016

Suggested Citation

  • De-xian Liang & Zhen-quan Jiang & Shu-yun Zhu & Qiang Sun & Zi-wei Qian, 2016. "Experimental research on water inrush in tunnel construction," Natural Hazards: Journal of the International Society for the Prevention and Mitigation of Natural Hazards, Springer;International Society for the Prevention and Mitigation of Natural Hazards, vol. 81(1), pages 467-480, March.
  • Handle: RePEc:spr:nathaz:v:81:y:2016:i:1:p:467-480
    DOI: 10.1007/s11069-015-2090-2
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    Citations

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    Cited by:

    1. Yang Liu & Yongneng Feng & Mo Xu & Yunhui Zhang & Haitao Long & Haiming Zhu, 2019. "Effect of an incremental change in external water pressure on tunnel lining: a case study from the Tongxi karst tunnel," Natural Hazards: Journal of the International Society for the Prevention and Mitigation of Natural Hazards, Springer;International Society for the Prevention and Mitigation of Natural Hazards, vol. 98(2), pages 343-377, September.
    2. Zhen Huang & Wei Zeng & Yun Wu & ShiJie Li & Kui Zhao, 2019. "Experimental investigation of fracture propagation and inrush characteristics in tunnel construction," Natural Hazards: Journal of the International Society for the Prevention and Mitigation of Natural Hazards, Springer;International Society for the Prevention and Mitigation of Natural Hazards, vol. 97(1), pages 193-210, May.
    3. Yanqun Yang & Yu Wang & Said M. Easa & Xiaobo Yan, 2022. "Factors Affecting Road Tunnel Construction Accidents in China Based on Grounded Theory and DEMATEL," IJERPH, MDPI, vol. 19(24), pages 1-14, December.
    4. Sang-Guk Yum & Sungjin Ahn & Junseo Bae & Ji-Myong Kim, 2020. "Assessing the Risk of Natural Disaster-Induced Losses to Tunnel-Construction Projects Using Empirical Financial-Loss Data from South Korea," Sustainability, MDPI, vol. 12(19), pages 1-15, September.
    5. Qingsong Zhang & Qichen Jiang & Xiao Zhang & Deming Wang, 2019. "Model test on development characteristics and displacement variation of water and mud inrush on tunnel in fault fracture zone," Natural Hazards: Journal of the International Society for the Prevention and Mitigation of Natural Hazards, Springer;International Society for the Prevention and Mitigation of Natural Hazards, vol. 99(1), pages 467-492, October.
    6. Guodong Li & Changlong Li & Jianxing Liao & Hong Wang, 2023. "A New Hydro-Mechanical Coupling Numerical Model for Predicting Water Inflow in Karst Tunnels Considering Deformable Fracture," Sustainability, MDPI, vol. 15(20), pages 1-21, October.

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