• 论文
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
大尺寸节理煤体单轴压缩力学行为的离散元模拟研究
  • Title

    DEM simulation of mechanical behavior of jointed coal in large scale under uniaxial compression

  • 作者

    王晓卿康红普高富强赵科

  • Author

    WANG Xiaoqing1,2,3 ,KANG Hongpu1,2,3 ,GAO Fuqiang1,2,3 ,ZHAO Ke1,2

  • Organization
    1. Coal Mining and Designing Department,Tiandi Science & Technology Co. ,Ltd. ,Beijing  100013,China; 2. Coal Mining Branch,China Coal Research Institute,Beijing  100013,China; 3. State Key Laboratory of Coal Mining and Clean Utilization,Beijing  100013,China
  • 摘要

    为研究结构面对节理煤体单轴压缩力学行为的影响,首先基于结构面实测与参数标定试验构建合成煤体模型,然后分别针对REV尺寸煤块与煤体进行不同加载方位的单轴压缩数值试验,分析结构面对节理煤体力学行为的影响机制以及裂隙的形成机制。结果表明:(1)所构建的合成煤体模型可表征研究煤体,其REV为1. 0 m×1. 0 m×2. 0 m;(2)结构面弱化煤体单轴抗压强度与弹性模量,增大煤体单轴压缩变形,弱化/增强程度取决于加载方位与结构面的方位关系;(3)结构面决定煤体单轴压缩破坏方式,煤体表现为平行加载方向的劈裂破坏,加载方位不同劈裂形态不同;(4)提出了可量化评价基质破坏与结构面活化对节理岩体破坏贡献程度的指标:基质破坏贡献比和结构面活化贡献比;(5)平行加载方向的结构面在加载力作用下激活为活化原生裂隙,并在其端部发育出翼裂纹,形成压致拉裂裂隙组合。对于包含非贯穿结构面的煤体,裂隙组合彼此连通形成劈裂裂隙;对于包含贯穿结构面的煤体,贯穿的活化原生裂隙直接形成劈裂裂隙。

  • Abstract
    To investigate the influence of joints on uniaxial compression behavior of jointed coal,the synthetic coal mass specimen was first constructed based on the in-situ measurement of joints and numerical parameters calibration tests. Then the numerical uniaxial compression tests on intact coal and jointed coal with REV size under different load-ing orientations were conducted. Finally,the influence mechanism of joints on the mechanical behavior of jointed coal and the fracture formation mechanism were analyzed. The study shows that:① The constructed synthetic coal mass model can represent the jointed coal investigated,with the REV equaling to 1. 0 m×1. 0 m×2. 0 m. ② Joints weaken the UCS and elastic modulus,but increase the deformation of jointed coal under uniaxial compression,with the weake-ning / increasing degree depending on the relation between loading orientations and joints. ③ Joints determine the fail-ure mode of jointed coal under uniaxial compression. The jointed coal by splitting fracture parallel to loading directions,with different splitting geometries under different loading orientations. ④ The contribution ratio of matrix failure and the contribution ratio of joints activation were put forward,which can be used to quantitatively evaluate the contri-bution degree of matrix failure and joints activation to the failure of jointed rock,respectively. ⑤ The joint parallel to loading orientation is converted to activated pre-existing fracture under the effect of loading force,from the end of which grow the wing crack,both of which form the compression-induced tension fracture composition. For jointed coal containing non-penetrating joints,the splitting fractures are formed by the coalescence of fracture compositions. For the coal mass containing through joints,the splitting fractures are formed only by the through activated pre-existing frac-tures.
  • 关键词

    节理煤体单轴压缩结构面基质裂隙离散元模拟

  • KeyWords

    jointed coal;uniaxial compression;joints;matrix fracture;DEM simulation

  • DOI
  • Citation
    WANG Xiaoqing,KANG Hongpu,GAO Fuqiang,et al. DEM simulation of mechanical behavior of jointed coal in large scale under uniaxial compression[ J]. Journal of China Coal Society,2018,43 (11):3088 - 3097.
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