地堑区煤矿综采工作面围岩应力-位移演化规律研究

Stress-displacement evolution law of surrounding rock in fully mechanized mining face of coal mine in graben area

  • 摘要: 【目的】为研究地堑区综放工作面围岩应力-位移演化规律,【方法】基于兴隆庄煤矿地堑区内1313工作面地质条件,构建力学模型,对地堑型构造活化机理进行分析;得出断层活化最小临界值(σ1-σ3)与断层摩擦角φ黏聚力c和最小主应力σ3呈正相关。通过FLAC3D数值模拟研究地堑区1313工作面围岩应力-位移演化规律,得出矿压防治重点区域;针对性提出官庄二号断层诱能爆破方案并进行现场验证。【结果及结论】结果表明,工作面巷道在距断层构造20~40 m时,采动应力场与构造应力场产生明显叠加,当工作面距断层20 m时叠加影响达到最大,应力峰值约为36 MPa,巷道围岩两帮收敛量最大为560 mm;采取诱能爆破处理后,运输顺槽侧微震事件能量和频次降低,诱能爆破效果明显,为矿井相似地堑区工作面的防冲设计提供了有力依据。

     

    Abstract: In order to study the stress-displacement evolution law of surrounding rock in fully mechanized caving face in graben area, based on the geological conditions of 1313 working face in graben area of Xinglongzhuang Coal Mine, a mechanical model was constructed to analyze the activation mechanism of graben structure.It is concluded that the minimum critical value of fault activation(σ1-σ3) is positively correlated with the fault friction angle φ cohesion c and the minimum principal stress σ3.Through FLAC3 D numerical simulation, the stress-displacement evolution law of surrounding rock of 1313 working face in graben area is studied, and the key areas of mine pressure prevention and control are obtained.The energy-induced blasting scheme of Guanzhuang No.2 fault was proposed and verified on site.The results show that when the working face roadway is 20~40 m away from the fault structure, the mining stress field and the tectonic stress field are obviously superimposed.When the working face is 20 m away from the fault, the superposition effect reaches the maximum, the peak stress is about 36 MPa, and the maximum convergence of the two sides of the roadway surrounding rock is 560 mm.After the treatment of induced energy blasting, the energy and frequency of microseismic events on the side of the transportation gateway are reduced with the obvious effect of induced energy blasting.

     

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