中国安全科学学报 ›› 2023, Vol. 33 ›› Issue (10): 183-191.doi: 10.16265/j.cnki.issn1003-3033.2023.10.1713

• 安全工程技术 • 上一篇    下一篇

含矸煤层煤壁稳定性夹矸厚度效应研究

李国盛1(), 李振华1,2,3,**(), 杜锋1,2,3, 王文强1, 徐杰1   

  1. 1 河南理工大学 能源科学与工程学院,河南 焦作 454003
    2 煤炭安全生产与清洁高效利用省部共建协同创新中心,河南 焦作 454003
    3 河南理工大学 河南省矿井水害防控及水资源利用工程技术研究中心,河南 焦作 454003
  • 收稿日期:2023-04-19 修回日期:2023-07-20 出版日期:2023-10-28
  • 通讯作者:
    **李振华(1979—),男,山东金乡人,博士,教授,主要从事矿山压力与岩层控制、矿山安全与水害防治方面的研究。E-mail:
  • 作者简介:

    李国盛 (1992—),男,河南商丘人,博士研究生,主要从事矿山压力与岩层控制等方面的研究。E-mail:

    李振华 教授

    杜锋 副教授

  • 基金资助:
    国家自然科学基金资助(52174073); 国家自然科学基金资助(52274079); 河南省自然科学基金杰出青年项目资助(222300420007)

Study on effect of gangue thickness on stability of coal wall of working face gangue-bearing coal seam

LI Guosheng1(), LI Zhenhua1,2,3,**(), DU Feng1,2,3, WANG Wenqiang1, XU Jie1   

  1. 1 School of Energy Science and Engineering, Henan Polytechnic University, Jiaozuo Henan 454003, China
    2 Collaborative Innovation Center of Coal Work Safety and Clean High Efficiency Utilization, Jiaozuo Henan 454003, China
    3 Henan Mine Water Disaster Prevention and Control and Water Resources Utilization Engineering Technology Research Center, Henan Polytechnic University, Jiaozuo Henan 454003, China
  • Received:2023-04-19 Revised:2023-07-20 Published:2023-10-28

摘要:

为了解夹矸厚度对含矸煤层煤壁稳定性的影响,采用理论分析与数值模拟相结合的方法,推导出夹矸层剪切破坏力学模型,进而建立含矸煤层煤壁稳定性数值模型,分析不同夹矸厚度下的煤壁前方水平位移、垂直应力的空间分布特征。结果表明:煤壁前方产生失稳影响区主要位于夹矸层周围,形成以夹矸层为中心的凸出区域;夹矸厚度较小时,夹矸层呈现出多块体联合破坏形态,而夹矸厚度较大时,夹矸层出现单块体逐个破断现象;力学分析得知:夹矸层破坏面发生剪切破坏的危险系数随着夹矸厚度的增大而逐渐减小,数值模拟结果与理论分析一致。

关键词: 含矸煤层, 煤壁稳定性, 夹矸厚度, 危险系数, 剪切破坏

Abstract:

In order to recognize the influence of gangue thickness on the stability of the coal wall of gangue-bearing coal seam, theoretical analyses were used to derive a mechanical model for the shear damage of the entrapped gangue layer, numerical modeling of coal wall stability in gangue-bearing coal beds was developed, spatial distribution characteristics of horizontal displacement and vertical stress in front of coal wall under different thickness of gangue were analyzed. The results show that the front of the coal wall produced instability impact area is mainly located around the gangue layer, with the formation of the gangue layer as the center of the protruding area. When gangue thickness is small, the gangue layer presents a multi-block body joint damage, and when gangue thickness is larger, the gangue layer appears to be a single block body broken one by one. Mechanical analysis shows that the risk factor of damage to the gangue layer gradually decreases with the increase of gangue thickness, and the numerical simulation results are consistent with the theoretical analysis.

Key words: gangue-bearing coal seam, coal wall stability, gangue thickness, risk factor, shear failure