
Study on Catastrophe Mechanism of pipe-type Karst Water Inrush Disaster
By: Haibo Li, Zhi Lin, Yifei Wu, Jianghua Wang, Wanlin Feng and Hongwen Zheng

References
- Assi, M. H., Taresh, N. S., Jameel, M. A., & Radi, M. A. (2025). Numerical comparison among soil capillary breaking layer and common waterproofing techniques. Civil and Environmental Engineering, 21(2), 728–733.
- Fan, H. B., Zhou, D. K., Liu, Y., Song, Y. X., Zhu, Z. G., Zhu, Y. Q., ... & Guo, J. Q. (2022). Mechanical response characteristics of lining structure of pipe karst tunnels in water-rich areas. Rock and Soil Mechanics, 43(7), 1–5.
- Gao, C., Li, L., Zhou, Z., Li, Z., Cheng, S., Wang, L., & Zhang, D. (2021). Peridynamics simulation of water inrush channels evolution process due to rock mass progressive failure in karst tunnels. International Journal of Geomechanics, 21(4), 04021028.
- Guo, J. Q., & Qiao, C. S. (2012). Study on water-inrush mechanism and safe thickness of rock wall of karst tunnel face. Journal of the China Railway Society, 34(3), 105–111.
- Jiang, N., Guo, P., Zhang, H., Lu, F., & Liu, J. (2023). Mechanical behavior of a new similar material for weathered limestone in karst area: An experimental investigation. Applied Rheology, 33(1), 20220154.
- Li, D. X., Jiang, Z. Q., Zhu, S. Y., Sun, Q., & Qian, Z. W. (2016). Experimental research on water inrush in tunnel construction. Natural Hazards, 81(1), 467–480.
- Li, L., Jin, H., Tu, W., & Zhou, Z. (2024). Study on the minimum safe thickness of water inrush prevention in karst tunnel under the coupling effect of blasting power and water pressure. Tunnelling and Underground Space Technology, 153, 105994.
- Li, L., Tu, W., Shi, S., Chen, J., & Zhang, Y. (2016). Mechanism of water inrush in tunnel construction in karst area. Geomatics, Natural Hazards and Risk, 7(sup1), 35–46.
- Li, L. P., Li, S. C., & Cui, J. S. (2009). Experimental research on chemical grout for treating water inrush in rock mass. Rock and Soil Mechanics, 30(12), 3642–3648.
- Li, L. P., Li, S. C., & Zhang, Q. S. (2010). Study of mechanism of water inrush induced by hydraulic fracturing in karst tunnels. Rock and Soil Mechanics, 31(2), 523–528.
- Li, S., Lin, P., Xu, Z., et al. (2015). The minimum safe thickness of water and mud inrush in filling karst water storage structure based on the principle of slice method. Geomechanics, 36(7), 1989–1994.
- Li, S., Gao, C., Zhou, Z., Li, L., Wang, M., Yuan, Y., & Wang, J. (2019,a). Analysis on the precursor information of water inrush in karst tunnels: A true triaxial model test study. Rock Mechanics and Rock Engineering, 52(2), 373–384.
- Li, S., Wang, J., Li, L., Shi, S., & Zhou, Z. (2019,b). The theoretical and numerical analysis of water inrush through filling structures. Mathematics and Computers in Simulation, 162, 115–134.
- Li, Z., Wang, D., Wang, K., Zhang, Q., Zhang, L., Gao, Y., & Dai, Y. (2025). Development of fault similar material for model test of fault water inrush disaster. Materials, 18(16), 3745.
- Li, Z. Q., Nie, L., Xue, Y., Li, W., & Fan, K. (2025). Model testing on the processes, characteristics, and mechanism of water inrush induced by karst caves ahead and alongside a tunnel. Rock Mechanics and Rock Engineering, 58(5), 5363–5380.
- Liu, N., Pei, J., Cao, C., Liu, X., Huang, Y., & Mei, G. (2022). Geological investigation and treatment measures against water inrush hazard in karst tunnels: A case study in Guiyang, southwest China. Tunnelling and Underground Space Technology, 124, 104491.
- Ma, C., Li, S., Liu, R., Pei, Y., Zhang, C., Liu, Y., & Chen, M. (2022). Evaluation of a superabsorbent polymer for plugging karst pipe type water inrushes. Mine Water and the Environment, 41(1), 252–264.
- Ma, S. (2009). Study on the failure mechanism and early warning technology of water gushing geological disaster in karst tunnel (Doctoral dissertation, China Academy of Railway Sciences).
- Mohammadi, Z., Illman, W. A., & Field, M. (2021). Review of laboratory scale models of karst aquifers: Approaches, similitude, and requirements. Groundwater, 59(2), 163–174.
- Ou, X., Ouyang, L., Zheng, X., & Zhang, X. (2024). Hydrogeological analysis and remediation strategies for water inrush hazards in highway karst tunnels. Tunnelling and Underground Space Technology, 152, 105929.
- Pan, D., Li, S., Xu, Z., Lin, P., & Huang, X. (2019). Experimental and numerical study of the water inrush mechanisms of underground tunnels due to the proximity of a water-filled karst cavern. Bulletin of Engineering Geology and the Environment, 78(8), 6207–6219.
- Tian, Q., Zhang, J., & Zhang, Y. (2018). Similar simulation experiment of expressway tunnel in karst area. Construction and Building Materials, 176, 1–13.
- Vietthuc, C. (2016). Mechanism on water inrush disaster of filling karst piping and numerical analysis of evolutionary process in highway tunnel. Journal of Central South University (Science and Technology), 47(12), 4173–4180.
- Yang, W., Yang, X., Fang, Z., Wang, S., & Zhang, L. (2019). Model test for water inrush caused by karst caves filled with confined water in tunnels. Arabian Journal of Geosciences, 12(24).
- Zhang, Q., Li, S., Guo, Y., Xu, Z., & Liu, R. (2011). Study on risk evaluation method of water inrush and integrated geological prediction technology in high-risk karst tunnel. In Advances in pile foundations, geosynthetics, geoinvestigations, and foundation failure analysis and repairs (pp. 285–291).
- Zhenjun, W., Zhang, Q., Hui, B., et al. (2024). New materials for controlling water inrush and sealing tunnel karst pipes. Materials Science, 30(3), 351–359.
DOI: https://doi.org/10.2478/cee-2026-0103 | Journal eISSN: 2199-6512 (formerly 1336-5835) | Journal ISSN: 1336-5835
Language: English
Submitted on: Jan 3, 2026
Accepted on: Mar 19, 2026
Published on: May 21, 2026
Published by: University of Žilina
In partnership with: Paradigm Publishing Services
Publication frequency: 4 issues per year
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© 2026 Haibo Li, Zhi Lin, Yifei Wu, Jianghua Wang, Wanlin Feng, Hongwen Zheng, published by University of Žilina
This work is licensed under the Creative Commons Attribution 4.0 License.