Study on Surrounding Rock Failure Analysis and Novel Stability Control Approach for High-Stress Gob-Side Roadway Retaining

The high stress environment and hard roof conditions seriously limit the application of gob-side roadway retaining. To achieve non-coal pillar mining, this study proposes a novel method combining roadside filling and roof cutting under stress-release and strong support synergy. Mechanical modeling reveals surrounding rock failure mechanisms in high-stress gob-side roadway retaining. Numerical simulations show the new method reduces surrounding rock stress/displacement more effectively than conventional gob-side roadway retaining. Optimized parameters were validated via field tests, confirming significant control of rock deformation under complex high-stress conditions. The method successfully enables non-coal pillar mining, providing a scientific basis for similar applications.

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Publication Details

Journal
Applied Sciences
Published
2025-09-16
DOI
https://doi.org/10.3390/app151810119
Primary Topic
Geomechanics and Mining Engineering
Type
article
Field-Weighted Citation Impact
0.00

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article

Study on Surrounding Rock Failure Analysis and Novel Stability Control Approach for High-Stress Gob-Side Roadway Retaining

Weiguang Ren, Zhibin Zhou, Zhao Shan-kun, Yunpeng Li et al.
Applied Sciences
Geomechanics and Mining Engineering
article

Study on Surrounding Rock Failure Analysis and Novel Stability Control Approach for High-Stress Gob-Side Roadway Retaining

Weiguang Ren, Zhibin Zhou, Zhao Shan-kun, Yunpeng Li, Kun Lv, Qiang Fu, Hainan Gao, Yue Shi
article en

Abstract

The high stress environment and hard roof conditions seriously limit the application of gob-side roadway retaining. To achieve non-coal pillar mining, this study proposes a novel method combining roadside filling and roof cutting under stress-release and strong support synergy. Mechanical modeling reveals surrounding rock failure mechanisms in high-stress gob-side roadway retaining. Numerical simulations show the new method reduces surrounding rock stress/displacement more effectively than conventional gob-side roadway retaining. Optimized parameters were validated via field tests, confirming significant control of rock deformation under complex high-stress conditions. The method successfully enables non-coal pillar mining, providing a scientific basis for similar applications.

Applied SciencesVol. 15(18)
China Coal Research Institute (China) (CN), Tsinghua University (CN)
China Coal Technology Engineering Group, National Natural Science Foundation of China, China Postdoctoral Science Foundation, National Key Research and Development Program of China
Openalex Percentile: Top 71%
Geomechanics and Mining Engineering
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