采动影响下煤柱留设及稳定性研究——以黄陵建新煤矿为例
DOI:
作者:
作者单位:

1.西安科技大学 建筑与土木工程学院;2.陕西蒲白矿山支护有限公司;3.中国矿业大学北京 力学与土木工程学院;4.陕西建新煤化有限责任公司;5.中煤科工集团西安研究院有限公司;6.西安科技大学 安全科学与工程学院

作者简介:

通讯作者:

中图分类号:

TD322

基金项目:

国家自然科学基金面上项目(51874229);陕西省自然科学基础研究计划重点项目(2020JZ-52);国家自然科学基金面上项目(52574271);


Study on coal pillar retention and stability under the influence of mining-Taking Huangling Jianxin Coal Mine as an example
Author:
Affiliation:

1.College of Civil and Architectural Engineering,Xi’an University of Science and Technology,Xi’an;2.Shaanxi Pubai Mine Support Co,Ltd;3.College of Mechanics and Civil Engineering,China University of Mining and Technology Beijing;4.Shaanxi Jianxin Coal Chemical Co,Ltd,Yan'5.'6.an;7.China Coal Technology and Engineering Group Xi'8.an Research Institute Co,Ltd,Xi'9.College of Safety Science and Engineering,Xi’an University of Science and Technology,Xi’an

Fund Project:

  • 摘要
  • |
  • 图/表
  • |
  • 访问统计
  • |
  • 参考文献
  • |
  • 相似文献
  • |
  • 引证文献
  • |
  • 资源附件
  • |
  • 文章评论
    摘要:

    黄陵建新煤矿4209与4207工作面间设计留设区段煤柱护巷,为确定合适煤柱留设宽度,研究综合运用数值模拟、相似模拟及现场实测等方法,讨论了不同煤柱宽度塑性区分布特征,确定了合适的煤柱宽度,利用相似模拟研究合适煤柱宽度下巷道及煤柱位移场演化特征,并结合现场进行应力监测分析。研究结果表明:煤柱宽度小于9 m时,煤柱受回采扰动影响较大,采空区煤柱出现塑性区贯通,煤柱失稳风险较高;当宽度超过15 m时,弹性核区增大但煤炭资源存在浪费,最终给出了煤柱留设宽度合理区间9~15 m。通过模拟9 m煤柱下不同开采阶段煤柱及巷道围岩的变形特征,同时对现场9 m煤柱进行钻孔应力监测,发现随着开采进程的推进,煤柱及巷道围岩变形虽逐渐增大,但整体变形量很小,煤柱内部应力也显现上升趋势,但应力增量和应力变化速率均很小,且越靠近煤柱内部变化越小,确定了9 m宽度煤柱在满足经济效益的同时,虽在其内部有一定的破坏区域,但仍有一定的完整性和稳定性,满足矿井安全生产的要求。研究成果可为类似地质与开采条件下的煤柱设计提供理论依据和工程参考。

    Abstract:

    Sectional coal pillar protection roadway is designed between 4209 and 4207 working faces in Huangling Jianxin Coal Mine. In order to determine the appropriate width of coal pillar, the distribution characteristics of plastic zone with different coal pillar widths are discussed by means of numerical simulation, similar simulation and field measurement, and the appropriate width of coal pillar is determined. The evolution characteristics of roadway and coal pillar displacement field under appropriate coal pillar width are studied by similar simulation, and the stress monitoring and analysis are carried out in combination with the field.The results show that when the coal pillar width is less than 9 m, the coal pillar is greatly affected by the mining disturbance, and the plastic zone of the coal pillar in the goaf is connected, and the risk of coal pillar instability is high. When the width exceeds 15 m, the elastic core area increases but the coal resources are wasted. Finally, the reasonable range of coal pillar width is 9 ~ 15 m. By simulating the deformation characteristics of coal pillar and roadway surrounding rock in different mining stages under 9 m coal pillar, and monitoring the borehole stress of 9 m coal pillar at the same time, it is found that with the advancement of mining process, the deformation of coal pillar and roadway surrounding rock gradually increases, but the overall deformation is very small, and the internal stress of coal pillar also shows an upward trend, but the stress increment and stress change rate are very small, and the closer to the coal pillar, the smaller the internal change is. It is determined that the 9 m width coal pillar meets the economic benefits. At the same time, although there is a certain damage area inside it, there is still a certain integrity and stability, which meets the requirements of mine safety production. The research results can provide theoretical basis and engineering reference for coal pillar design under similar geological and mining conditions.

    参考文献
    相似文献
    引证文献
引用本文

李昂,吕光辉,张智斌,等. 采动影响下煤柱留设及稳定性研究——以黄陵建新煤矿为例[J]. 科学技术与工程, , ():

复制
文章指标
  • 点击次数:
  • 下载次数:
  • HTML阅读次数:
  • 引用次数:
历史
  • 收稿日期:2026-04-30
  • 最后修改日期:2026-06-15
  • 录用日期:2026-07-31
  • 在线发布日期:
  • 出版日期:
×
2026年会通知 | “技术经济学驱动智能经济生态构建与治理变革”——中国技术经济学会第三十三届学术年会(2026)会议通知暨征文启事(第一轮)
亟待确认版面费归属稿件,敬请作者关注