刘建林, 刘飞, 李泉新, 方俊. 碎软煤层瓦斯抽采钻孔孔壁稳定性分析[J]. 煤矿安全, 2018, 49(8): 189-193.
    引用本文: 刘建林, 刘飞, 李泉新, 方俊. 碎软煤层瓦斯抽采钻孔孔壁稳定性分析[J]. 煤矿安全, 2018, 49(8): 189-193.
    LIU Jianlin, LIU Fei, LI Quanxin, FANG Jun. Stability Analysis of Borehole Wall for Gas Drainage Boreholes in Broken Soft Coal Seam[J]. Safety in Coal Mines, 2018, 49(8): 189-193.
    Citation: LIU Jianlin, LIU Fei, LI Quanxin, FANG Jun. Stability Analysis of Borehole Wall for Gas Drainage Boreholes in Broken Soft Coal Seam[J]. Safety in Coal Mines, 2018, 49(8): 189-193.

    碎软煤层瓦斯抽采钻孔孔壁稳定性分析

    Stability Analysis of Borehole Wall for Gas Drainage Boreholes in Broken Soft Coal Seam

    • 摘要: 针对碎软煤层瓦斯抽采钻孔成孔率低、钻孔深度浅的问题,建立钻孔失稳的力学模型,分析了孔壁失稳的力学机理。从煤体结构、地应力、瓦斯压力和钻进工艺等方面阐述了孔壁失稳的影响因素,指出了孔壁的失稳破坏模式。建立孔壁稳定性数值模拟分析模型,采用Hoek-Brown准则对碎软煤层的力学参数进行估算,计算分析了钻孔孔壁周围的应力场和位移场,结果表明:碎软煤层钻孔承载力差,孔壁的破坏模式以剪切破坏为主,在孔底形成高应力递增区,容易诱发喷孔;处于破碎区的煤体首先向临空面方向产生位移,其上部位移量最大为4.3 mm,孔底位移量最大为3.1 mm。

       

      Abstract: Aiming at the problems of low hole-forming rate and shallow hole depth of gas extraction holes in broken soft coal seam, the mechanics model of borehole instability was established,and the mechanical mechanism of borehole instability was analyzed. The influence factors of the failure of borehole wall were expounded from the aspects of the coal structure, the ground stress, the gas pressure and the drilling process, and the damage mode of the borehole instability was pointed out. A numerical analysis model of borehole stability was established, the Hoek-Brown criterion was used to estimate the mechanical parameters of the broken soft coal seam. The stress field and displacement field around the borehole wall were calculated and analyzed. The results show that the bearing capacity of borehole wall in broken soft coal seam is poor. The failure mode of the borehole wall is shear failure, and the high stress increasing area is easily formed at the bottom of borehole to cause blowout easily; the broken coal zone moves toward the free surface firstly, the maximum displacement of the upper coal is 4.3 mm in the crushing zone, the maximum displacement of the borehole bottom is 3.1 mm.

       

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