Morphological characteristics and evolution law of plastic zone of mining roadway in extra-thick coal seam

被引:0
|
作者
Hao Z. [1 ,2 ,3 ]
Sun G. [1 ]
机构
[1] School of Resources and Safety Engineering, Henan University of Engineering, Zhengzhou
[2] State and Local Joint Engineering Laboratory for Gas Drainage and Ground Control of Deep Mines, Henan Polytechnic University, Jiaozuo
[3] Research Institute of Mine Safety and Green Mining, Henan University of Engineering, Zhengzhou
关键词
butterfly shape plastic zone; extra-thick coal seam; mining roadway; mining stress; surrouding rock stability;
D O I
10.13199/j.cnki.cst.QN20-004
中图分类号
学科分类号
摘要
Aiming at the serious damage of surrounding rock of mining roadway in extra-thick coal seam,the morphological characteristics of mining roadway plastic zone and their evolution law under the action of mining stress was studied by way of theoretical analysis and nu⁃ merical simulation,taking haulage roadway of No.21141 working face in Qianqiu Coal Mine which locates at Yima Coal Field as the engineer⁃ ing background. The results showed that ①The shape characteristics of plastic zone were related to the bidirectional load ratio. Under differ⁃ ent stress conditions,there are three different forms of plastic zone of circular roadway:round,oval and butterfly.②Under the influence of working face mining,the magnitude and direction of the principal stress field in the mining roadway of extra-thick coal seam will change. With the increase of the distance to the working face,the maximum principal stress increases sharply first and then decreases gradually along the axial direction of the mining roadway,and reaches its peak at 15 m away from the working face. The Angle between the maximum princi⁃ pal stress and x-axis increases gradually and approaches the vertical direction. The minimum principal stress reached the maximum at about 25 m away from the working face and then decreased slowly. ③Under the action of mining stress,the plastic zone morphological characteris⁃ tics of mining roadway in front of working face will change. With the decrease of the distance to the working face,the plastic zone at the shoulder corner of the mining roadway expands to the depth,and its shape gradually evolves from irregular to butterfly shape. Moreover,the direction of butterfly blade in the plastic zone would be deflected with the maximum principal stress. The research results can provide a theoretical basis for the design of mining scheme of extra-thick coal seam and the determination of supporting parameters of mining roadway. © 2022 by the Author(s).
引用
收藏
页码:77 / 83
页数:6
相关论文
共 50 条
  • [31] Analysis on Influence Factors of Roadway Instability in High-Stress, Steeply Inclined Extra-Thick Coal Seam
    Rong, Hai
    Pan, Liting
    Li, Xiaoyan
    Wang, Ming
    Qu, Zeliang
    Lu, Mengsheng
    Guo, Kaipeng
    [J]. ADVANCES IN CIVIL ENGINEERING, 2021, 2021
  • [32] Study on gas migration law and extraction parameters of hard roof extra-thick coal seam
    Huo, Bingjie
    Zhang, Songtao
    Huang, Yuxuan
    Jin, Jingjue
    Li, Tianhang
    Li, Tao
    Xia, Pingchuan
    [J]. Caikuang yu Anquan Gongcheng Xuebao/Journal of Mining and Safety Engineering, 2024, 41 (05): : 1091 - 1102
  • [33] Study on failure characteristics of overburden in extra thick coal seam mining
    Liu, Chang
    Zhang, Pingsong
    Yao, Duoxi
    Ou, Yuanchao
    Tian, Yutong
    [J]. ENVIRONMENTAL EARTH SCIENCES, 2022, 81 (19)
  • [34] Study on failure characteristics of overburden in extra thick coal seam mining
    Chang Liu
    Pingsong Zhang
    Duoxi Yao
    Yuanchao Ou
    Yutong Tian
    [J]. Environmental Earth Sciences, 2022, 81
  • [35] Failure mechanisms and reinforcement support of soft rock roadway in deep extra-thick coal seam: A case study
    Li, Weitao
    Guo, Yangyang
    Liu, Xiaoli
    Du, Feng
    Li, Gan
    Ma, Qing
    [J]. ENGINEERING FAILURE ANALYSIS, 2024, 165
  • [36] Upward slicing longwall-roadway cemented backfilling technology for mining an extra-thick coal seam located under aquifers: a case study
    X. J. Deng
    J. X. Zhang
    N. Zhou
    Benjamin de Wit
    C. T. Wang
    [J]. Environmental Earth Sciences, 2017, 76
  • [37] Upward slicing longwall-roadway cemented backfilling technology for mining an extra-thick coal seam located under aquifers: a case study
    Deng, X. J.
    Zhang, J. X.
    Zhou, N.
    de Wit, Benjamin
    Wang, C. T.
    [J]. ENVIRONMENTAL EARTH SCIENCES, 2017, 76 (23)
  • [38] Research on top coal caving technique in steep and extra-thick coal seam
    Zhang, Juguo
    Zhao, Zhiqiang
    Gao, Yang
    [J]. SECOND INTERNATIONAL CONFERENCE ON MINING ENGINEERING AND METALLURGICAL TECHNOLOGY (MEMT 2011), 2011, 2 : 145 - 149
  • [39] Remnant coal pillar stress distribution and cross-pillar roadway layout control technology in extra-thick coal seam
    Wang P.
    Wang Z.
    Luo F.
    Su Y.
    Li J.
    Wu C.
    Zhang Z.
    [J]. Meitan Kexue Jishu/Coal Science and Technology (Peking), 2023, 51 (12): : 232 - 242
  • [40] The fracturing models of hard roofs and spatiotemporal law of mining-induced stress in a top coal caving face with an extra-thick coal seam
    Zhiqiang He
    Heping Xie
    Mingzhong Gao
    Guangdi Deng
    Gaoyou Peng
    Cong Li
    [J]. Geomechanics and Geophysics for Geo-Energy and Geo-Resources, 2021, 7