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A review on the research progress of borehole pressure relief technology in deep soft rock roadways in coal mines
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Yongshui KANG1, Youqi HUANG2, Xiang LI3, Bin LIU1, Yinyu LI1, 4, Haijiao ZHANG3, Guimin ZHANG2, Haiming LIU4
Journal of Mining and Strata Control Engineering | 2026, 8(2) : 023541-1 - 023541-23
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Journal of Mining and Strata Control Engineering | 2026, 8(2): 023541-1-023541-23
Review
A review on the research progress of borehole pressure relief technology in deep soft rock roadways in coal mines
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Yongshui KANG1, Youqi HUANG2, Xiang LI3, Bin LIU1, Yinyu LI1, 4, Haijiao ZHANG3, Guimin ZHANG2, Haiming LIU4
Affiliations
  • 1State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China
  • 2State Key Laboratory of Intelligent Construction and Healthy Operation and Maintenance in Deep Underground Engineering, China University of Mining and Technology, Xuzhou 221116, China
  • 3Huainan Mining (Group) Co., Ltd., Huainan 232131, China
  • 4Faculty of Land Resources Engineering, Kunming University of Science and Technology, Kunming 650093, China
Published: 2026-04-25 doi: 10.13532/j.jmsce.cn10-1638/td.2025-1335
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In deep coal mines, the prominent conflict between the high in-situ stress and the low strength of soft surrounding rock frequently induces large-scale deformation disasters that pose a severe threat to safe production. Borehole pressure relief technology, which improves the strength-to-stress ratio of surrounding rock through stress release and space compensation mechanisms, has achieved remarkable advancements in both theoretical development and engineering practice in recent years. This paper systematically reviewed the research dynamics of borehole pressure relief technology both domestically and internationally, focusing on four aspects, i.e., operational mechanisms, parameter design, model testing, and effect evaluation. The following key conclusions were drawn: ① Pressure relief boreholes facilitate the coordinated regulation of triaxial stresses and compensate for shear dilation by inducing fracture propagation, resulting in a stress distribution pattern characterized by “shallow-pressure relief and deep-bearing capacity” and forming a “pressure relief-support” synergic system when combined with high-strength support. ② Key parameters such as borehole diameter, spacing, and depth significantly influence the pressure relief effectiveness. Although multi-factor coupled design criteria have been preliminarily established, their applicability under complex geological conditions requires further validation. ③ Current technical bottlenecks include an incomplete quantitative evaluation framework for pressure relief effectiveness, unclear energy evolution mechanisms, and underdeveloped theories for dynamic pressure relief-support coupling. Looking forward, research should focus on constructing a “multi-field coupling and static/dynamic synergy” analytical framework and developing dynamic constitutive theories integrating thermal-hydraulic-mechanical-damage (THMD) effects. Innovations in precise pressure relief equipment enabled by while-drilling sensing and intelligent decision-making are also needed. Furthermore, optimizing differentiated support and grouting reinforcement and building an integrated “pressure relief-support-reinforcement” control system will drive borehole pressure relief technology toward intelligent, precise, and large-scale applications.

deep soft rock  /  borehole pressure relief  /  high in-situ stress  /  energy evolution  /  parameter optimization
Yongshui KANG, Youqi HUANG, Xiang LI, Bin LIU, Yinyu LI, Haijiao ZHANG, Guimin ZHANG, Haiming LIU. A review on the research progress of borehole pressure relief technology in deep soft rock roadways in coal mines[J]. Journal of Mining and Strata Control Engineering, 2026 , 8 (2) : 023541-1 -023541-23 . DOI: 10.13532/j.jmsce.cn10-1638/td.2025-1335
Year 2026 volume 8 Issue 2
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doi: 10.13532/j.jmsce.cn10-1638/td.2025-1335
  • Receive Date:2025-08-30
  • Online Date:2026-05-28
  • Published:2026-04-25
Article Data
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History
  • Received:2025-08-30
  • Revised:2025-10-22
Affiliations
    1State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China
    2State Key Laboratory of Intelligent Construction and Healthy Operation and Maintenance in Deep Underground Engineering, China University of Mining and Technology, Xuzhou 221116, China
    3Huainan Mining (Group) Co., Ltd., Huainan 232131, China
    4Faculty of Land Resources Engineering, Kunming University of Science and Technology, Kunming 650093, China
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表12种不同金属材料的力学参数

Family
属数
Number of
genus
种数
Number of
species
占总种数比例
Percentage of
total species (%)

Genus
种数
Number of
species
占总种数比例
Percentage of total
species (%)
鹅膏菌科Amanitaceae 2 11 5.26 鹅膏菌属 Amanita 10 4.78
小菇科 Mycenaceae 2 12 5.74 丝盖伞属 Inocybe 5 2.39
多孔菌科 Polyporaceae 8 14 6.70 蜡蘑属 Laccaria 5 2.39
红菇科 Russulaceae 3 23 11.00 小皮伞属 Marasmius 6 2.87
小菇属 Mycena 11 5.26
光柄菇属 Pluteus 5 2.39
红菇属 Russula 17 8.13
栓菌属 Trametes 5 2.39
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