Study on roadway layout and surrounding rock control of isolated island panel

被引:3
作者
Shi, Lei [1 ,4 ]
Zhang, Jiao [2 ,4 ]
Lu, Weiyong [1 ,3 ]
Lv, Dong [5 ,6 ]
Sun, Xiang [7 ]
机构
[1] Lyuliang Univ, Dept Min Engn, Lvliang 033001, Shanxi, Peoples R China
[2] Heilongjiang Univ Sci & Technol, Sch Min Engn, Harbin 150020, Heilongjiang, Peoples R China
[3] Lyuliang Engn Res Ctr Intelligent Coal Mine, Lvliang 033001, Shanxi, Peoples R China
[4] China Univ Min & Technol Beijing, Sch Energy & Min Engn, Beijing 100083, Peoples R China
[5] Inner Mongolia Energy Grp Co Ltd, Hohhot 010090, Peoples R China
[6] Tongsheng Selian Coal Dev Co Ltd, Ordos 014399, Peoples R China
[7] Wuyi Univ, Sch Civil Engn & Architecture, Wuyi 354300, Fujian, Peoples R China
来源
SCIENTIFIC REPORTS | 2023年 / 13卷 / 01期
关键词
D O I
10.1038/s41598-023-46664-1
中图分类号
O [数理科学和化学]; P [天文学、地球科学]; Q [生物科学]; N [自然科学总论];
学科分类号
07 ; 0710 ; 09 ;
摘要
During the re-mining of historical residual coal resources, the stress environment is complex, the surrounding rock conditions are bad, the mining roadway is significantly affected by ground pressure, the layout is difficult, and the safety is poor. Taking the recovery of isolated island coal pillar in 4# coal seam as the research background, based on the difference in the distribution morphology of the goaf on both sides of the isolated island coal pillar, the stress and failure law of the isolated island panel boundary are studied by numerical simulation method. (1) The peak stress difference of multiple goaf boundaries on both sides of the isolated island coal pillar is between 0.18 and 4.51 MPa. The peak stress is affected by the change of the length of the roof "cantilever beam" at the stopping line of the goaf, so that the peak stress of the goaf boundary is periodic. (2) The high stress is mainly concentrated in the center of the pillar. The peak stress at the end of each pillar is 35-40 MPa. The coal pillar bears high stress, and the stress zone of the original rock moves to the end of the coal pillar. (3) There is a plastic zone of 8-20 m at the corner of the end of each coal pillar. On the basis of the stress zone and failure zone distribution of the goaf boundary on both sides of the isolated island panel, the roadway layout of the isolated island panel is determined, that is, the air-return roadway of the isolated island panel is arranged at random, and the width of the isolated island coal pillar d1 is selected as 10 m. The transport roadway is arranged straight, and the transport roadway of the isolated island panel is in the width section area of the goaf X4103. The width d1 of the isolated island coal pillar is selected to be 8 m, and the length d5-d7 of the mining roadway layout in the width of the coal pillar is 24 m. The roadway of isolated island panel is divided into 4 areas for support control, and the drilling pressure relief technology is proposed for high stress roadway. Through the field monitoring data, it can be seen that the mining roadway can meet the requirements of isolated island coal pillar recovery, which provides reference for the layout and control of abandoned coal roadway in this mine and other mines.
引用
收藏
页数:16
相关论文
共 50 条
  • [41] Surrounding rock stability control with bolt support in seepage argillaceous roadway
    Wang, Cheng, 1600, China University of Mining and Technology (31):
  • [42] Study on surrounding rock control technology for mining roadway in ultra-deep protective layer
    Zhang D.
    Zhang Q.
    Zhang H.
    Lu Z.
    Zheng Y.
    Fan M.
    Meitan Kexue Jishu/Coal Science and Technology (Peking), 2021, 49 (02): : 45 - 51
  • [43] Study on Safety Control of Large-Section Roadway with High Stress and Broken Surrounding Rock
    Peng, Wen-qing
    Zhu, Hao
    Wang, Qi
    Peng, Gang
    ADVANCES IN CIVIL ENGINEERING, 2021, 2021
  • [44] Study on the mechanism and control technology of large deformation of roadway surrounding rock in the fault fracture zone
    Chen X.
    Wu J.
    2018, China University of Mining and Technology (35): : 885 - 892
  • [45] Review of roadway control in soft surrounding rock under dynamic pressure
    侯朝炯
    JournalofCoalScience&Engineering(China), 2003, (01) : 1 - 7
  • [46] Instability characteristics of surrounding rock and surrounding rock control technology of deep coal roadway crossing the fault: a case study of Zhuxianzhuang coal mine
    Li, Huaibin
    Pan, Weipeng
    Hua, Xinzhu
    Luan, Bo
    Huang, Zujun
    GEOMATICS NATURAL HAZARDS & RISK, 2024, 15 (01)
  • [47] Roadway layout reform in mechanized coal panel
    Coal Science and Technology (Peking), 1990, (11):
  • [48] Influence of in-situ rock stress on the stability of roadway surrounding rock: a case study
    Ji, Ming
    Guo, Hongjun
    JOURNAL OF GEOPHYSICS AND ENGINEERING, 2020, 17 (01) : 138 - 147
  • [49] Surrounding rock stability control theory and support technique in deep rock roadway for coal mine
    Yuan, Liang
    Xue, Jun-Hua
    Liu, Quan-Sheng
    Liu, Bin
    Meitan Xuebao/Journal of the China Coal Society, 2011, 36 (04): : 535 - 543
  • [50] Control methods of stability of zonal disintegration surrounding rock in deep rock roadway and its application
    Wang Han-peng
    Li Shu-cai
    Xue Jun-hua
    Li Jian-ming
    Zhang Qing-he
    Ma Qin-yong
    ROCK AND SOIL MECHANICS, 2014, 35 (07) : 1957 - 1964