| 注册
首页|期刊导航|煤炭科技|不规则煤柱周围工作面回采围岩应力变化规律及其影响分析

不规则煤柱周围工作面回采围岩应力变化规律及其影响分析

吴志刚 钱万学 侯挺 张奇

煤炭科技2025,Vol.46Issue(3):34-41,46,9.
煤炭科技2025,Vol.46Issue(3):34-41,46,9.DOI:10.19896/j.cnki.mtkj.2025.03.006

不规则煤柱周围工作面回采围岩应力变化规律及其影响分析

Stress variation law of surrounding rock and its influence analysis of working face mining around irregular coal pillars

吴志刚 1钱万学 2侯挺 2张奇3

作者信息

  • 1. 中煤科工集团沈阳设计研究院有限公司,辽宁 沈阳 110000
  • 2. 陕西陕煤韩城矿业公司象山矿井,陕西 韩城 715400
  • 3. 中国矿业大学,江苏 徐州 221116
  • 折叠

摘要

Abstract

Aiming at the mining of the working face around the residual coal pillar in No.3 coal seam of Xiangshan Mine,the FLAC3D was used to construct a three-dimensional numerical calculation model to study and analyze the stress evolution law in the mining process of the working face around the irregular coal pillar.The study result shows that the maximum influence range of the abutment pressure of the upper coal seam excavation on the front and both sides of the coal pillar is 90 m,the influence range of the advance abut-ment pressure in the lower coal seam is 80 m.The maximum vertical stress on the coal pillar is located at 485 m,675 m and 625 m re-spectively after mining in the working face,while the maximum vertical stress on the coal body is located at 625 m,675 m,and 555 m after mining in the 0 working face;At the same time,it is known that the influence of irregular coal pillars in the upper coal seam on the abutment pressure of the lower coal seam working face is more serious than that of the lower coal seam working face in the goaf.The maximum vertical stress is between 32.7 MPa and 65.5 MPa,which is easy to cause rock burst.

关键词

不规则煤柱/数值模拟/支承压力/冲击地压

Key words

irregular coal pillar/numerical simulation/supporting pressure/rock burst

分类

矿业与冶金

引用本文复制引用

吴志刚,钱万学,侯挺,张奇..不规则煤柱周围工作面回采围岩应力变化规律及其影响分析[J].煤炭科技,2025,46(3):34-41,46,9.

基金项目

国家重点研发计划项目(2017YFC0603001) (2017YFC0603001)

煤炭科技

1008-3731

访问量2
|
下载量0
段落导航相关论文