Research on the safety control technology of gob-side entry in inclined thick coal seam

被引:4
|
作者
Jia, Yongyong [1 ,2 ]
Wang, Yulong [3 ,4 ]
Zhuo, Risheng [3 ,4 ]
Lou, Fang [1 ,2 ]
Jin, Shikui [1 ,2 ]
Zhao, Pengxiang [2 ,3 ,4 ,5 ]
机构
[1] Xinjiang Coal Sci Res Inst, Urumqi 830091, Xinjiang, Peoples R China
[2] Xinjiang Coal & Coalbed Methane Engn Technol Res C, Urumqi 830091, Xinjiang, Peoples R China
[3] Xian Univ Sci & Technol, Coll Safety Sci & Engn, Xian 710054, Shaanxi, Peoples R China
[4] Xian Univ Sci & Technol, Key Lab Western Mine Exploitat & Hazard Prevent, Minist Educ, Xian 710054, Shaanxi, Peoples R China
[5] Western Engn Res Ctr Mine Gas Intelligent Drainage, Xian 710054, Shaanxi, Peoples R China
关键词
Inclined thick coal seam; Gob -side entry; Flac3D; Asymmetric deformation; Surrounding rock control; FAILURE CHARACTERISTICS; DEFORMATION; ROOF; STABILITY; DRIVEN; DESIGN; PILLAR; DAMAGE;
D O I
10.1016/j.psep.2022.08.019
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
To study the safety control technology of the gob-side entry in an inclined thick coal seam, the asymmetric deformation characteristics and control mechanism of the gob-side entry in an inclined thick coal seam were analysed by combining theoretical analyses, numerical simulations and field monitoring with the prototype of a gob-side entry in a deep inclined thick coal seam in a high gas mine in Xinjiang. The research results showed that the deformation of the solid coal gang and top plate is more intense than that of the narrow coal pillar gang and bottom plate. Combined with the asymmetry of deformation surrounding rock, the gob-side entry safety control technology based on a high prestressing high-strength anchor support and a reinforced support by inclined anchor cables in key areas (a zero-displacement area within the narrow coal pillar and an intense deformation area of the solid coal gang angle) is proposed. Reasonable the gob-side entry support parameters were further determined via numerical simulation experiments, and a reasonable anchor length, row spacing and spacing to maintain the stability of the gob-side entry were obtained as 2200 mm, 800 mm and 800 mm, respectively. Engineering practice showed that the adoption of the new support technology can effectively control the asymmetric large deformation of the solid coal gang and top plate, which can maintain the stability of the gob -side entry for a long period of time and ensure the safe and efficient production of coal resources in the mine.
引用
收藏
页码:241 / 248
页数:8
相关论文
共 50 条
  • [31] Fracture evolution of the main roof in gob-side entry retaining by roof cutting of an inclined coal seam
    Hu, Jinzhu
    Ma, Zimin
    Guo, Pengfei
    Hu, Yunjin
    ENERGY EXPLORATION & EXPLOITATION, 2023, 41 (04) : 1396 - 1414
  • [32] Research on the deformation mechanism and ACC control technology of gob-side roadway in an extra-thick coal seam with varying thickness
    Shan, Renliang
    Liu, Shuai
    Wang, Hailong
    Li, Zhaolong
    Huang, Pengcheng
    Dou, Haoyu
    ENERGY SCIENCE & ENGINEERING, 2024, 12 (05) : 1913 - 1933
  • [33] Study on optimization of coal pillar width of gob-side entry driving in thick coal seam with gas outburst
    Zhou, Lijie
    Chen, Liang
    Cheng, Zhiheng
    Ai, Guo
    Kong, Dezhong
    Wang, Lei
    Wang, Hongbing
    Guo, Kai
    Meitan Kexue Jishu/Coal Science and Technology (Peking), 2022, 50 (03): : 92 - 101
  • [34] Feasibility Analysis of Gob-Side Entry Retaining in Steep Coal Seam
    Deng Yuehua
    Wang Shouquan
    Fan Yingchong
    Chen Xiankun
    2013 FOURTH INTERNATIONAL CONFERENCE ON DIGITAL MANUFACTURING AND AUTOMATION (ICDMA), 2013, : 608 - 611
  • [35] Control technology of flexible bow-shield-supporting system for gob-side entry retaining in highly inclined seam
    Shen P.
    Jiang Y.
    Yang Q.
    Zou Y.
    Xie Y.
    Li G.
    Meitan Kexue Jishu/Coal Science and Technology (Peking), 2021, 49 (03): : 37 - 42
  • [36] The numerical simulation and supporting design of gob-side entry retaining in gradient medium thick coal seam
    Zhang Yong-qin
    Sun Le-le
    Zhang Wei-zhong
    Cao Li-dan
    FRONTIERS OF GREEN BUILDING, MATERIALS AND CIVIL ENGINEERING III, PTS 1-3, 2013, 368-370 : 1812 - +
  • [37] Physical Experiment and Numerical Modeling on the Failure Mechanism of Gob-Side Entry Driven in Thick Coal Seam
    Shi, Xinshuai
    Jing, Hongwen
    Zhao, Zhenlong
    Gao, Yuan
    Zhang, Yuanchao
    Bu, Ruodi
    ENERGIES, 2020, 13 (20)
  • [38] Research on the Reasonable Coal Pillar Width and Surrounding Rock Supporting Optimization of Gob-Side Entry under Inclined Seam Condition
    Jiang, Li-li
    Yang, Zeng-qiang
    Li, Gang-wei
    ADVANCES IN CIVIL ENGINEERING, 2021, 2021
  • [39] Study on Surrounding Rock Control of Gob-Side Entry Retaining in Inclined and Thick Longwall Face
    Wei Fu
    Geotechnical and Geological Engineering, 2022, 40 : 3477 - 3491
  • [40] Study on Surrounding Rock Control of Gob-Side Entry Retaining in Inclined and Thick Longwall Face
    Fu, Wei
    GEOTECHNICAL AND GEOLOGICAL ENGINEERING, 2022, 40 (07) : 3477 - 3491