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Research on key technologies of thick slurry filling chamber method for earth pressure balance shield in karst areas
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  • Published: 21 April 2026

Research on key technologies of thick slurry filling chamber method for earth pressure balance shield in karst areas

  • Kan Huang1,2,
  • Peng Liu1,
  • Xiangsheng Chen2,
  • Yiwei Sun3,
  • Xuesheng Qian1,
  • Zhijian Luo4,
  • Ke Xing5 &
  • …
  • Bin Huang5 

Scientific Reports , Article number:  (2026) Cite this article

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We are providing an unedited version of this manuscript to give early access to its findings. Before final publication, the manuscript will undergo further editing. Please note there may be errors present which affect the content, and all legal disclaimers apply.

Subjects

  • Energy science and technology
  • Engineering
  • Environmental sciences

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.

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Data availability

All data generated or analysed during this study are included in this published article.

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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

  1. School of Future Transportation, Guangzhou Maritime University, Guangzhou Transportation University (Preparatory), Guangzhou, 510725, China

    Kan Huang, Peng Liu & Xuesheng Qian

  2. College of Civil and Transportation Engineering, Shenzhen University, Shenzhen, 518061, China

    Kan Huang & Xiangsheng Chen

  3. Shanghai Geoharbour Construction Group Co., Ltd, Shanghai, 200434, China

    Yiwei Sun

  4. China Railway 16th Bureau Group Railway Corporation, Beijing, 101100, China

    Zhijian Luo

  5. School of Electrical and Mechanical Engineering, College of Engineering and Information Technology, Adelaide University, Adelaide, South Australia, 5095, Australia

    Ke Xing & Bin Huang

Authors
  1. Kan Huang
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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

Correspondence to Peng Liu or Yiwei Sun.

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The authors declare no competing interests.

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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

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  • Received: 10 October 2025

  • Accepted: 30 March 2026

  • Published: 21 April 2026

  • DOI: https://doi.org/10.1038/s41598-026-47086-5

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Keywords

  • EPB shield
  • Karst strata
  • Thick-slurry filling
  • Pressurized chamber opening
  • Ground monitoring
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