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煤矿深部软岩巷道钻孔卸压技术研究进展综述

A Review on the Research Progress of Borehole Pressure Relief Technology in Deep Soft Rock Roadways in Coal Mines

  • 摘要: 煤矿深部软弱围岩高应力与低强度的矛盾突出,易诱发巷道大变形灾害,严重威胁安全生产。钻孔卸压技术通过应力释放与空间补偿机制提升围岩强度应力比,近年来在理论与工程实践中取得显著进展。系统梳理了国内外钻孔卸压技术研究动态,重点从作用机理、参数设计、模型试验及效果评价等方面展开分析,得到以下关键结论:(1)卸压钻孔通过诱导裂隙扩展实现三向应力协同调控以及剪胀变形补偿,形成浅部卸压-深部承载的应力分布格局,并与高强支护协同构成“卸-支协同”体系;(2)钻孔直径、间距与深度等关键参数对卸压效果影响显著,现有研究已初步建立多因素耦合设计准则,但其在复杂地质条件下的适用性仍需进一步验证;(3)当前技术仍面临卸压效果定量评价体系不完善、能量演化机制不明确、卸压-支护动态耦合理论欠缺等瓶颈。展望未来,应重点构建“多场耦合-动静协同”的卸压机制分析框架,发展融合热-水-力-损伤效应的动态本构理论;研发基于随钻感知与智能决策的精准卸压装备;优化差异化支护与注浆补强办法,构建卸压-支护-加固一体化控制体系,以推动钻孔卸压技术向智能化、精准化、规模化方向发展。

     

    Abstract: The prominent contradiction between high stress and low strength in deep soft surrounding rocks of coal mines easily induces large deformation disasters in roadways, seriously threatening safe production. Borehole pressure relief technology enhances the strength-to-stress ratio of surrounding rock through stress release and space compensation mechanisms, achieving significant progress in both theory and engineering practice in recent years. This paper systematically reviews domestic and international research trends in borehole pressure relief technology, focusing on aspects such as the mechanism of action, parameter design, model testing, and effectiveness evaluation. The key conclusions are as follows: (1) Pressure relief boreholes achieve triaxial stress coordination and shear dilation compensation by inducing crack propagation, forming a stress distribution pattern characterized by shallow pressure relief and deep stress bearing, and synergize with high-strength support to form a "relief-support synergy" system; (2) Key parameters such as borehole diameter, spacing, and depth significantly influence the pressure relief effect. While preliminary multi-factor coupled design guidelines have been established, their applicability under complex geological conditions requires further verification; (3) Current technology still faces bottlenecks, including an incomplete quantitative evaluation system for pressure relief effects, unclear energy evolution mechanisms, and a lack of dynamic coupling theory for pressure relief and support. Looking ahead, future efforts should prioritize establishing a "multi-field coupling and dynamic-static synergy" analytical framework for pressure relief mechanisms, and developing dynamic constitutive theories that incorporate thermal-hydraulic-mechanical-damage (THMD) effects. It is essential to research and develop precise pressure relief equipment based on while-drilling perception and intelligent decision-making systems, while also optimizing differentiated support and grouting reinforcement methodologies. The goal is to construct an integrated control system of pressure relief - support - reinforcement, thereby advancing borehole pressure relief technology toward intelligent, precise, and large-scale development.

     

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