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深部水合物加固突出煤体能量规律与稳定性分析

Analysis of energy laws and stability of deep hydrate reinforced outburst coal

  • 摘要: 为探究瓦斯水合固化对煤体受载损伤特性及结构稳定性强化机制,利用含瓦斯水合物煤体力学性质原位测试装置,针对瓦斯水合固化前后煤体开展了围压12、16、20 MPa下常规三轴加载试验,结合能量计算原理,给出了瓦斯水合物固化前后煤体受载损伤过程中力学特征及结构稳定性参数变化规律,明确了瓦斯水合固化对煤体受载损伤和稳定性强化机制。结果表明:瓦斯水合固化前后煤体偏应力−应变曲线均为应变硬化型,瓦斯水合固化后煤体应变硬化行为强于瓦斯水合固化前,瓦斯水合固化前后煤体偏应力−应变曲线均可分为弹性、屈服和强化3个阶段,瓦斯水合固化前后煤体能量演化规律基本一致且与偏应力−应变曲线各阶段相对应,总能量、弹性能及耗散能均随着轴向应变增加而增加;瓦斯水合固化前后煤体受载损伤过程中均经历弹性变形阶段、裂纹稳定扩展阶段和裂纹不稳定扩展阶段,弹性变形阶段煤样劣化程度为低等,预警等级为蓝色,裂纹稳定扩展阶段和裂纹不稳定扩展阶段劣化程度为中等,预警等级为黄色;不同围压下,瓦斯水合固化后,煤体黏聚力、弹性模量、起裂应力、损伤应力及峰值强度均有所增加,增加幅度均超过22.41%,瓦斯水合固化能有效增强煤体抵抗外力变形破坏的能力;不同围压下,瓦斯水合固化后,煤体受载损伤过程中起裂应力、损伤应力、峰值应力处总能量、弹性能和耗散能均有所提升,提升幅度最大为58.14%,瓦斯水合固化能够有效提升煤体受载抵抗外力损伤和吸收储存能量的能力;不同围压下,瓦斯水合固化后,煤体临界失稳应力增幅在18.17%~50.85%,脆性指标修正系数降幅在17.14%~33.75%,瓦斯水合固化能够有效增强煤体临界失稳应力及延性特性,强化煤体结构稳定性。研究结果揭示的瓦斯水合固化强化煤体损伤破坏失稳机制对深部高瓦斯煤矿煤炭开采工程稳定性分析、煤体损伤劣化规律研究以及灾害防控均具有重要参考意义。

     

    Abstract: To investigate the reinforcement mechanism of gas hydrate cementation on the damage characteristics and structural stability of coal under loading, an in-situ testing apparatus for mechanical properties of gas hydrate-bearing coal was employed. Conventional triaxial loading tests were conducted at confining pressures of 12, 16, and 20 MPa on coal samples before and after gas hydrate cementation. Based on energy calculation principles, this study characterized the evolution of mechanical properties and structural stability parameters during damage progression in coal under loading—both pre- and post-cementation—clarifying the reinforcement mechanism of gas hydrate cementation on coal damage and stability. The results demonstrate that: Both pre- and post-cementation coal exhibit strain-hardening behavior in deviatoric stress-strain curves, with enhanced hardening observed after cementation. These curves consistently feature three stages: elastic, yielding, and strengthening. Energy evolution patterns align with these stages, showing progressive increases in total energy, elastic energy, and dissipated energy with axial strain. Coal undergoes three distinct damage stages under loading—elastic deformation, stable crack propagation, and unstable crack propagation—both pre- and post-cementation. Elastic deformation corresponds to low deterioration (blue warning level), while stable and unstable crack propagation stages exhibit moderate deterioration (yellow warning level). Post-cementation, cohesion, elastic modulus, crack initiation stress, damage stress, and peak strength increase under all confining pressures, with all increases exceeding 22.41%. This confirms gas hydrate cementation effectively enhances coal’s resistance to deformation and failure. After cementation, total energy, elastic energy, and dissipated energy at crack initiation stress, damage stress, and peak stress increase across all confining pressures (maximum increase: 58.14%), indicating significantly improved energy absorption/storage capacity and damage resistance. Post-cementation critical instability stress increases by 18.17%–50.85%, while the modified brittleness index coefficient decreases by 17.14%–33.75% under varying confining pressures. This demonstrates gas hydrate cementation enhances critical instability stress and ductility, thereby strengthening structural stability. The revealed reinforcement mechanisms governing coal damage, failure, and instability through gas hydrate cementation provide critical insights for stability analysis in deep high-gas coal mining, coal degradation laws, and disaster prevention strategies.

     

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