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郑凯歌, 孙四清. 煤油气共存巷道掘进对底板扰动效应模拟研究[J]. 煤炭科学技术, 2017, (11).
引用本文: 郑凯歌, 孙四清. 煤油气共存巷道掘进对底板扰动效应模拟研究[J]. 煤炭科学技术, 2017, (11).
ZHENG Kaige SUN Siqing, . Simulation study on floor disturbance effect induced by coal and oil-gas coexistence roadway heading[J]. COAL SCIENCE AND TECHNOLOGY, 2017, (11).
Citation: ZHENG Kaige SUN Siqing, . Simulation study on floor disturbance effect induced by coal and oil-gas coexistence roadway heading[J]. COAL SCIENCE AND TECHNOLOGY, 2017, (11).

煤油气共存巷道掘进对底板扰动效应模拟研究

Simulation study on floor disturbance effect induced by coal and oil-gas coexistence roadway heading

  • 摘要: 针对煤油气共存巷道掘进过程中出现采空后形成扰动效应,诱导底板裂隙发育并沟通煤、油气储层,易造成煤、油气异常涌出等安全隐患。运用理论分析、数值模拟和工程验证相结合的研究方法,分析了煤、油气共存巷道掘进过程中底板围岩应力分布规律、位移变化及变形破坏特征。研究结果表明:在掘进扰动效应下,巷道底板岩体出现了原始应力区域、应力集中区域、卸压区域;随着掘进工作面的推进,破坏区域由初始的矩形变为M形分布,底板最大破坏深度为8 m;同时监测深度,随掘进工作面推进,卸压程度呈现"先增大-后增大缓慢-稳定"的趋势变化,巷道底板出现底鼓,底鼓量最大为570 mm;同一掘进阶段下,随着监测深度的增加,底板最大垂直应力和变形量逐渐降低;卸压程度和变形最大区域出现在掘进巷道中部,且呈现耦合关系,通过203掘进巷道瓦斯异常涌出数据收集和对含气层探测,验证了模拟结果的合理性,为后期底板瓦斯抽采钻孔布置及瓦斯异常涌出的防治提供决策。

     

    Abstract: According to the disturbance effect occurred after the mining completed during the heading process of mine coal and oil gas coexistence roadway, under the heading disturbance effect, the cracks of the floor rock strata would link with coal and oil gas reservoirs and a potential safety risk would be easily occurred. The the oretical analysis, numerical simulation and engineering verification combined study method was applied to analyze stress distribution law of floor surrounding rock, displ acement variation and deformation failure features in the mine coal and oil gas coexistence roadway. The study result showed that under the heading disturbance effec t, a in-situ stress region, stress concentrated region, pressure released region and other phenomenon occurred in the floor rock strata of mine roadway. With the pushin g forward of heading face, the initial rectangle in the failure region would be changed to M type distribution and the max ailure depth of floor was 8 m. In the same moni toring depth, with the pushing forward of heading face, the pressure released degree would be in a tendency variation with"firstly increased-then the increased gently-st abilization", the floor heave would be occurred in roadway floor and the max floor heave value was 570 mm. Under the same heading period, with the monitoring depth i ncreased, the max vertical stress and deformation value of the floor would be steadily reduced. The largest region of pressure released and deformation would be occur red in the middle of headed roadway and would be in a coupling relationship. The collection of abnormal emission from the No.203 heading roadway and detection of th e gas bearing strata verified the rationality of the simulation results and provide scientific basis for the later arrangement of gas drainage borehole in floor and the contro| of abnormal gas discharge.

     

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