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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
预留煤柱形状对煤矿工作面稳定性的影响研究
  • Title

    Study on the influence of reserved coal pillar shape on the stability of coal mine working face

  • 作者

    冯攀飞刘旭东张文海潘鹏志朱红伟王兆丰

  • Author

    FENG Panfei;LIU Xudong;ZHANG Wenhai;PAN Pengzhi;ZHU Hongwei;WANG Zhaofeng

  • 单位

    国家能源集团新疆能源有限责任公司中国科学院武汉岩土力学研究所岩土力学与工程国家重点实验室

  • Organization
    State Energy Group Xinjiang Energy Co.,Ltd.
    State Key Laboratory of Geomechanics and Geotechnical En⁃gineering,Institute of Rock and Soil Mechanics,Chinese Academy of Sciences
  • 摘要
    煤矿开采过程中常需预留煤柱支撑上部岩体,预留煤柱的径高比和大小不尽相同,对工作面的稳定性影响较大。通过对煤体及煤岩组合体进行不同径高比下的单轴压缩数值模拟试验,分析煤体和煤岩组合体的力学性质及破裂过程,研究不同径高比预留煤柱对工作面稳定性的影响。结果表明:(1)随着径高比逐渐增大,煤体和煤岩组合体峰值强度同步增大,煤体先由脆性向延性转变,随后又由延性向脆性转变,煤岩组合体也由脆性破坏向延性破坏转变,延性逐渐降低;(2)随着径高比逐渐增大,煤体及煤岩组合体主要以劈裂破坏为主,且引起煤体裂纹破坏的扩展方向动态变化,煤岩组合体随煤体的劈裂破坏而破坏;(3)随着径高比逐渐增大,煤岩组合体与煤体的峰值强度差值也变大,煤体峰值轴向应变随着径高比的增大无明显变化,煤岩组合体峰值轴向应变呈一定程度增大,且当D/L=0.8时,峰值轴向应变较高。
  • Abstract
    In the process of coal mining,it is often necessary to reserve coal pillars as load-bearing columns to support the gravity of the upper rock mass.Due to the different width-height ratios of the reserved coal pillars on site,it has a great impact on the stability of the coal mine working face.Through uniaxial compression numeri⁃cal tests conducted under different diametral-height ratios of coal rocks and their assemblages,the mechani⁃cal properties and fracture process of coal rock and its mass under different diameter-height ratios were ana⁃lyzed to investigate the influence of reserved coal pillars and their mass on the stability of the working face.The results showed that:(1)As the ratio of diameter to height increased gradually,the peak strength of coal rock and its mass increased synchronously.The coal rock changed from brittle to ductile,and then from duc⁃tile to brittle,and the mass rock changed from brittle failure to ductile failure,with the ductility of the mass de⁃creasing gradually with the continuous increase of the ratio of diameter to height.(2)With the gradual in⁃crease of the diameter to height ratio,the coal rock and its mass were mainly subjected to split failure,and the expansion direction of the crack failure is constantly changing dynamically,and the basic coal rock of the mass being broken by splitting failure.(3)The difference in peak strength between mass mass and coal rock was larger with the gradual increase of diameter to height ratio.The peak axial strain of coal rock showed no significant change with the increase of diameter to height ratio.The general trend of peak axial strain of mass mass increased with the increase of diameter to height ratio to a certain extent,and the peak axial strain of mass mass was higher when D/L=0.8.
  • 关键词

    预留煤柱煤岩组合体单轴压缩径高比

  • KeyWords

    reserved coal pillar;coal rock mass;uniaxial compression;diameter-height ratio

  • 基金项目(Foundation)
    国家自然科学基金资助项目(52125903)
  • 文章目录
    0 引言
    1 研究方案
    1.1 岩石形状尺寸与煤岩组合体复合形式
    1.2 煤岩体基本力学参数
    1.3 单轴压缩数值试验方案
    2 试样径高比与抗压强度关系
    3 煤岩形状效应力学性质分析
    4 煤岩组合体形状效应力学性质分析
    5 形状效应对煤体破坏模式的影响
    5.1 形状效应对煤体破坏模式影响分析
    5.2 形状效应对煤岩组合体破坏模式影响分析
    6 试样峰值强度与径高比关系
    7 试样峰值轴向应变、弹性模量与径高比的关系
    8 结论
  • DOI
  • 引用格式
    冯攀飞,刘旭东,张文海,等 . 预留煤柱形状对煤矿工作面稳定性的影响研究[J]. 河南理工大学学报(自然科学版),2023,42(6):19-26.doi:10.16186/j.cnki.1673-9787.2022110019
  • Citation
    FENG P F,LIU X D,ZHANG W H,et al.Study on the influence of reserved coal pillar shape on the stability of coal mine working face[J].Journal of Henan Polytechnic University(Natural Science),2023,42(6):19-26.doi:10.16186/j.cnki.1673-9787.2022110019
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