Abstract
Due to the presence of numerous karst cavities, fractures, and fissure water, karst strata exhibit significant air leakage during pressurized chamber opening. This leads to a large gas replenishment volume, substantial formation water inflow, and the inability to conduct pressurized chamber opening operations normally. To address this issue, this study focuses on the shield tunneling project in the first standard section and second work area of the Shenzhen Metro Line 16 utility corridor. Based on the engineering characteristics of highly developed karst strata, the technical mechanism of the thick-slurry chamber-filling method for pressurized chamber opening is analyzed. The slurry mix design parameters, filling parameters, grouting parameters, working pressure for pressurized chamber opening, construction technology, and control measures are systematically summarized. Consequently, a chamber-opening technology using the thick-slurry chamber-filling method for Earth Pressure Balance (EPB) shield tunneling in karst formations is proposed. The results indicate that the thick-slurry chamber-filling method is an effective approach for chamber opening in EPB shield tunneling through karst formations. It can successfully mitigate issues related to formation air leakage during chamber opening, thereby ensuring operational safety, enhancing efficiency, and reducing costs.
Similar content being viewed by others
Data availability
All data generated or analysed during this study are included in this published article.
References
Liu, T. et al. Better understanding the failure modes of tunnels excavated in boulder–cobble mixed strata by the distinct element method. Eng. Fail. Anal. 113, 104712. https://doi.org/10.1016/j.engfailanal.2020.104712 (2020).
Huang, K. et al. Analysis of bearing capacity characteristics and resilience enhancement mechanism in shield tunnel segments based on fracture energy and modulus degradation. Tunn. Undergr. Space Technol. 167, 106952. https://doi.org/10.1016/j.tust.2025.106952 (2026).
Wu, X. et al. Experimental and numerical investigation of shield tunnel segments reinforced with grouted channel steel under diverse damage scenarios[J]. Tunn. Undergr. Space Technol. 170, 1–19. https://doi.org/10.1016/j.tust.2025.107334 (2026).
Huang, K. et al. Flexural behavior of shield tunnel lining segments reinforced using grouted channel steel: Experimental investigation[J]. Case Stud. Constr. Mater. 23, e04922. https://doi.org/10.1016/j.cscm.2025.e04922 (2025).
Zhu, W. et al. Technical status and case study on intervention in the shield chamber. Mod. Tunn. Technol. 52 (1), 9–18 (2015).
He, S. Y. et al. Damage behaviors, prediction methods and prevention methods of rockburst in 13 deep traffic tunnels in China. Eng. Fail. Anal. https://doi.org/10.1016/j.engfailanal.2020.105178 (2021).
Pu, Y., Liu, J., Guo, W. & Pei, R. Research on cutting tool layout method of earth pressure balance shield[J]. Jixie Gongcheng Xuebao/Journal Mech. Eng. 47, 161–168 (2011).
Alyamani, M. S. & Şen, Z. Effect of Grain Gradation on the Permeability Characteristics of Coarse-grained Soil Conditioned with Foam for EPB Shield Tunneling[J]. KSCE J. Civ. Eng. 23, 4662–4674 (2019).
Mao, J. H. et al. Study on the characteristics of slurry support efficiency on excavation face induced by shield cutterhead cutting in sand stratum[J]. KSCE J. Civ. Eng. 28, 2982–2996 (2024).
Liu, K. Q. et al. Slurry support mechanism for shield tunneling considering slurry infiltration and cutter-disk cutting effect[J]. Int. J. Geomech. 24 (10), 04024223 (2024).
Zhu, W. et al. Subject of mud science and application technology and its research progress[J]. Rock. Soil. Mech. 34 (11), 3041–3054 (2013).
Wang, F. et al. Diffusion mechanism of fracture grouting in rock mass with flowing water[J]. Alexandria Eng. J. 105, 44–55 (2024).
Zhu, W. B. et al. On Pressurized Opening Technology with EPB Shield Mud Protection in Water-rich Sand Strata[J]. Municipal Eng. Technol. 36 (02), 91–94 (2018).
Kuang, S. H. Practice application on technology of opening chamber and knife replacement underpressure aided by paste HDN[J]. Eng. Constr. 52 (10), 55–60 (2020).
Wang, S. Y. et al. Auxiliary air pressure balance mode for EPB shield tunneling in water-rich gravelly sand strata: Feasibility and soil conditioning[J]. Case Stud. Constr. Mater. 16, e00799 (2022).
Yao, Q., Tian, Z., Gong, Q., Zhang, R. & Shi, N. Investigation on optimal soil chamber pressure settings for EPB shield machines in sandy cobble strata with insights from gravel flow characteristics[J]. KSCE J. Civ. Eng. 29, 100248 (2025).
Loy-Benitez, J. et al. Real-time unsupervised monitoring of earth pressure balance shield-induced sinkholes in mixed-face ground conditions[J]. Tunn. Undergr. Space Technol. 152, 105908 (2024).
Wang, Y. N. et al. A new index for identifying karst caves based on operational parameters during shield tunnelling[J]. Can. Geotech. J. 62, 1–24 (2025).
Chen, K. et al. Shied Machine Design and Tunneling Application[M] (China Communications Press Co., Ltd, 2019).
Zhang, H. J. et al. Changing Cutter Tools Technology of Earth Pressure Balance Shield in Water-rich Sandy Gravel Stratum Under Pressure[J]. Constr. Technol. 39 (01), 55–58 (2010).
Xia, G. S. Research on the Key Technology of Reinforcement of Shield Tunneling Face Under Pressure in Karst Zone[J]. Railway Constr. Technol. 39 (01), 55–58 (2010).
Fan, H. B. et al. Effects of Jet-Grouting Piles on Loess Tunnel Foundation with Centrifugal Model Tests, International Journal of Geomechanics,2023,23,3. https://doi.org/10.1061/IJGNAI.GMENG-8078
Guo, E. D. et al. Deformation analysis of high-speed railway CFG pile composite subgrade during shield tunnel underpassing, Structures,2025,78,109193.
Technical code for operation in. excavation chamber of shield tunneling machine at atmospheric or compressed air: CJJ217-2014[S] (China Architecture & Building, 2014).
Huang, K. et al. Study on the grouting repair performance of shield tunnel segments based on high-fluidity slurry[J]. Sci. Rep. 15, 33710. https://doi.org/10.1038/s41598-025-19104-5 (2025).
He, J. et al. Experimental study on mechanical performance of shield tunnel lining segments reinforced by grouted channel steel[J]. J. Transp. Sci. Eng. 41 (1), 1–9. https://doi.org/10.16544/j.cnki.cn43-1494/u.20250103001 (2025).
Wang, M. et al. Mechanical properties of novel prefabricated inverted arch in NATM tunnels: Insights from numerical experiment and in-situ tests (Tunnelling and Underground Space Technology, 2026). in press.
Code for monitoring measurement of urban rail transit engineering. GB50911-2013[S] (China Architecture & Building, 2013).
Code for construction and acceptance of metro engineering. GB50299-2018[S] (China Architecture & Building, 2018).
Su, X. L. et al. Failure mechanism and comprehensive countermeasures of the inclined shaft in water-rich fractured strata: A case study, Ain Shams Engineering Journal, inpress. (2026).
Funding
Fundings that permitted this research was granted by Key Special Programmes in Priority Areas for Higher Education Institutions of Guangdong Province (Serving the “Hundreds-Thousands-Ten Thousands Project”)(2025ZDZX4054); Key Disciplines Research Enhancement Project of Guangdong Province, China (2024ZDJS053, 2024ZDJS060); Guangzhou Maritime University of "Qinglan E Plan"(QLE2025A004); the National Key Research and Development Program of China (2022YFC3800905).
Author information
Authors and Affiliations
Contributions
Kan Huang: Conceptualization, Methodology, Formal analysis, Investigation, Funding acquisition. Peng Liu: Conceptualization, Investigation. Xiangsheng Chen: Project administration. Yiwei Sun: Visualization, Writing—original draft. Xuesheng Qian: Formal analysis, Investigation. Zhijian Luo: Visualization. Ke Xing: Methodology. Bin Huang: Formal analysis.
Corresponding authors
Ethics declarations
Competing interests
The authors declare no competing interests.
Additional information
Publisher’s note
Springer Nature remains neutral with regard to jurisdictional claims in published maps and institutional affiliations.
Rights and permissions
Open Access This article is licensed under a Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License, which permits any non-commercial use, sharing, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons licence, and indicate if you modified the licensed material. You do not have permission under this licence to share adapted material derived from this article or parts of it. The images or other third party material in this article are included in the article’s Creative Commons licence, unless indicated otherwise in a credit line to the material. If material is not included in the article’s Creative Commons licence and your intended use is not permitted by statutory regulation or exceeds the permitted use, you will need to obtain permission directly from the copyright holder. To view a copy of this licence, visit http://creativecommons.org/licenses/by-nc-nd/4.0/.
About this article
Cite this article
Huang, K., Liu, P., Chen, X. et al. Research on key technologies of thick slurry filling chamber method for earth pressure balance shield in karst areas. Sci Rep (2026). https://doi.org/10.1038/s41598-026-47086-5
Received:
Accepted:
Published:
DOI: https://doi.org/10.1038/s41598-026-47086-5


