首页|煤柱应力区的巷道破坏特征及控制技术研究

煤柱应力区的巷道破坏特征及控制技术研究

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在连续煤层开采过程中,上部采空区残余煤柱常导致下伏长壁开采工作面产生强应力,应力积累会造成回采巷道严重破坏变形.为此,以隆泰煤矿巷道的应力破坏变形过程为例进行了研究,分析了采矿巷道围岩的破坏变形过程,运用FLAC3D模拟了应力分布特征以及巷道周围垂直应力和破坏带的演化过程.结果表明,支护煤柱以下工作阻力普遍较高,平均值为9726.6 kN,采空区以下普遍较低,平均值为 7655.5 kN;受影响,回采巷道在距工作面 30m以外变形破坏程度相对中等,在距 9+10 号工作面 30m以内变形破坏程度相对严重;基于残留煤柱集中应力分布特征,采用水力压裂控制其力学特性,改善了回采巷道应力环境.
Research on Damage Characteristics of Roadway in Coal Pillar Stress Zone and Control Technology
In the process of continuous coal seam mining,the residual coal pillar in the upper goaf often leads to strong stress in the underlying longwall mining face,and the stress accumulation will cause serious damage and deformation of the mining roadway.Therefore,the stress failure deformation process of Longtai Coal Mine roadway is studied as an example.The failure deformation process of mining roadway surrounding rock is analyzed,and the stress distribution characteristics and the evolution process of vertical stress and failure zone around roadway are simulated by FLAC3D.The results show that the working resistance below the coal pillar is generally higher,with an average value of 9 726.6 kN,and below the goaf is generally lower,with an average value of 7 655.5 kN.The deformation and failure degree of the affected mining roadway is relatively moderate outside 30 m from the working face,and relatively serious within 30 m from the working face No.9+10.Based on the concentrated stress distribution characteristics of residual coal pillar,hydraulic fracturing is used to control its mechanical characteristics and improve the stress environment of mining roadway.

coal pillarstress zoneroadway failure and deformationhydraulic fracturing

张开昶

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山西冀中能源集团矿业有限责任公司隆泰矿,山西长治 046500

煤柱 应力区 巷道破坏变形 水力压裂

2024

自动化应用
重庆西南信息有限公司

自动化应用

影响因子:0.156
ISSN:1674-778X
年,卷(期):2024.65(4)
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