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Mechanism and engineering practice of roof stability for secondary gob-side entry retaining in deep mines
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  • Published: 18 February 2026

Mechanism and engineering practice of roof stability for secondary gob-side entry retaining in deep mines

  • Jingke Wu1,
  • Jiarui Chen2 &
  • Fuxing Xie3 

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

Abstract

To facilitate the reuse of the gob-side retained entry as a long-term return airway, alleviate mining-excavation pressure, and reduce roadway development costs, this paper proposes a secondary gob-side entry retaining technique. The study examines the movement behavior of overlying strata throughout the entire process of secondary gob-side entry retaining, introduces a roof support concept based on “major and minor structural zones,” establishes a mechanical model of the roof structure for secondary retention, derives a design formula for the roadside backfill, analyzes the main factors influencing the stability of the overlying strata structure, and proposes an integrated “four-in-one” surrounding rock control technology for secondary gob-side entry retaining. The results indicate that: (1) The “major structural zone” of the overlying strata stabilizes only after experiencing three mining disturbances. (2) The coordinated load-bearing behavior of the “minor structural zone” in roof support is crucial to surrounding rock stability. A “four-in-one” control strategy is proposed, integrating the roadside packing bodies on both sides, the roof bolting-cable system, floor reinforcement, and internal roadway support to form a stable load-bearing structure. (3) Appropriately reducing the roadway width, the widths of the two packing bodies, and the cantilever length of the main roof on the goaf side can enhance the support capacity of the coal rib during the initial retention stage. This reduces the load on the packing bodies during the secondary gob-side entry retaining stage, thereby alleviating surrounding rock stress. The proposed approach has yielded favorable outcomes in engineering practice, demonstrating both theoretical relevance and practical significance for supporting roadways under similar conditions.

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Data availability

The datasets generated or analyzed during the current study are available from the corresponding author on reasonable request.

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Funding

This study was financially supported by the Science Fund Project of the National Natural Science Foundation of China (51804129); Jiangsu Postdoctoral Research Funding Program (2019K139); and National-Level Pre-research Project of Suzhou City University (2024SGY017).

Author information

Authors and Affiliations

  1. School of Intelligent Manufacturing and Smart Transportation, Suzhou City University, Suzhou, 215104, China

    Jingke Wu

  2. Faculty of Architecture and Civil Engineering, Huaiyin Institute of Technology, Huai’an, 223001, China

    Jiarui Chen

  3. Beijing China Coal Mine Engineering Co., Ltd., Beijing, 100013, China

    Fuxing Xie

Authors
  1. Jingke Wu
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  2. Jiarui Chen
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  3. Fuxing Xie
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Contributions

Conceptualization, W.J. and C.J.; methodology, W.J. and X.F.; validation, C.J. and X.F.; investigation, W.J., C.J. and X.F.; data curation, W.J.; writing—original draft, W.J.; writing—review and editing, C.J.; supervision, C.J. and X.F.; project administration, W.J.; funding acquisition, W.J. All authors have read and agreed to the published version of the manuscript.

Corresponding author

Correspondence to Jingke Wu.

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The authors declare no competing interests.

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Cite this article

Wu, J., Chen, J. & Xie, F. Mechanism and engineering practice of roof stability for secondary gob-side entry retaining in deep mines. Sci Rep (2026). https://doi.org/10.1038/s41598-026-39802-y

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  • Received: 06 January 2026

  • Accepted: 09 February 2026

  • Published: 18 February 2026

  • DOI: https://doi.org/10.1038/s41598-026-39802-y

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Keywords

  • Deep mine
  • Secondary gob-side entry retaining
  • Roof
  • Surrounding rock
  • Backfill
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