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主办单位:煤炭科学研究总院有限公司、中国煤炭学会学术期刊工作委员会
基于流固耦合动态模型的煤层钻孔成拱特性研究
  • Title

    Research on characteristics of pressure arch around borehole in seambased on fluid-solid coupling dynamic model

  • 作者

    韩颖张飞燕杨志龙董博文

  • Author

    HAN Ying,ZHANG Feiyan,YANG Zhilong,DONG Bowen

  • 单位

    河南理工大学 能源科学与工程学院中原经济区煤层(页岩)气河南省协同创新中心深井岩层控制与瓦斯抽采国家安监局科技支撑平台河南理工大学 安全科学与工程学院河南省瓦斯地质与瓦斯治理重点实验室—省部共建国家重点实验室培育基地铜川市耀州区煤炭管理局

  • Organization
    1.School of Energy Science and Engineering,Henan Polytechnic University,Jiaozuo ,China;2.Collaborative Innovation Center of Coalbed Methane and Shale Gas for Central Plains Economic Region(Henan Province),Jiaozuo ,China;3.Technology Platform of Deep Mine Strata Control and Methane Drainage for State Administration of Work Safety,Jiaozuo ,China;4.College of Safety Science and Engineering,Henan Polytechnic University,Jiaozuo ,China;5.State Key Laboratory Cultivation Base for Gas Geology and Gas Control,Jiaozuo ,China;6.Coal Management Bureau of Yaozhou District,Tongchuan,Tongchuan ,China
  • 摘要

    为探讨煤层钻孔周围是否存在压力拱,构建了基于Hoek-Brown准则的含瓦斯煤流固耦合动态模型,并运用COMSOL软件进行解算,分析了钻孔施工前后孔周煤体主应力及应变能密度分布规律,研究了不同煤体结构煤层孔周煤体位移量及压力拱内边界、厚度的变化特征,并结合孔周煤体塑性区分布规律对煤层钻孔成拱特性进行了探讨。研究结果表明:煤层钻孔顶底部存在压力拱,其拱脚与拱座位于钻孔两侧;压力拱区域内孔周煤体水平位移量变化较为平缓;压力拱内边界及厚度可作为评判钻孔稳定性的指标,两者随地质强度指标GSI值的增大而逐渐减小,即煤体结构越完整、强度越高,压力拱范围越小;当GSI值非常大或非常小时,压力拱效应不明显,甚至趋于消失。

  • Abstract
    In order to investigate the existence of pressure arch around coalbed borehole,the fluid-solid coupling dynamic model of coal containing gas based on Hoek-Brown criterion was established and solved by COMSOL software.Then,the distribution law of principal stress and the strain energy density of coal body around borehole before and after drilling in coal seams was analyzed,the variation characteristics of horizontal displacement of coal body with different structure around borehole,the inner boundary and thickness of pressure arch were studied.Furthermore,the characteristics of pressure arch was discussed combined with the distribution law of plastic zone of coal body around borehole.Research results show that pressure arch exists at the top and bottom of coalbed borehole,the arch springing and abutments locate on both sides of borehole.The changing trend of horizontal displacement of coal body around borehole in pressure arch area is relatively gentle.The inner boundary and thickness of pressure arch can be used as two indexes to evaluate the stability of coalbed borehole,and they all decrease gradually with the increase of GSI value,that is,the more complete the coal structure is and the higher the strength is ,the smaller the pressure arch range is.When GSI value is
  • 关键词

    含瓦斯煤流固耦合模型煤层钻孔压力拱地质强度指标

  • KeyWords

    coal containing gas;fluid-solid coupling model;coalbed borehole;pressure arch;geological strength index

  • 基金项目(Foundation)
    国家自然科学基金资助项目(51404093);河南省瓦斯地质与瓦斯治理重点实验室—省部共建国家重点实验室培育基地开放基金项目(WS2012A09,WS2017B11,WS2017A01);河南省博士后科研资助项目(2017014);河南理工大学博士基金资助项目(B2008-15,B2012-093)
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主办单位:煤炭科学研究总院有限公司 中国煤炭学会学术期刊工作委员会

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