煤炭工程 ›› 2015, Vol. 47 ›› Issue (5): 91-93.doi: 10.11799/ce201505030

• 研究探讨 • 上一篇    下一篇

浅埋煤层条带充填隔水岩组稳定性研究

张文忠   

  1. 西安科技大学
  • 收稿日期:2014-08-21 修回日期:2014-10-31 出版日期:2015-05-11 发布日期:2015-05-20
  • 通讯作者: 张文忠 E-mail:273969044@qq.com

Study on the mechanics model of water resisting groupsin strip-filling of shallow seam

  • Received:2014-08-21 Revised:2014-10-31 Online:2015-05-11 Published:2015-05-20

摘要: 基于采动“上行裂隙”和“下行裂隙”的条带充填隔水岩组稳定性研究,对条带充填开采“边界煤柱-充填条带-隔水岩组”力学系统稳定性进行分析,根据力学模型计算隔水岩组的受力情况以及充填条带的受压情况,并在此基础上推导出了采动“上行裂隙”和“下行裂隙”的计算公式,可为确定合理充填参数提供科学基础。

关键词: 下行裂隙, 隔水岩组, 浅埋煤层, 条带充填

Abstract: Shallow coal seam in west China mining induced deterioration of surface ecosystem. the root of surface diving drains is the instability of water resisting groups caused by mining.The domestic research on water stability of water resisting groups, research has focused on the "Water-flowing Fractured Zone", ignoring the affect of "downward cracks" to the stability of water resisting groups in subsidence basin edge tension band. To protect the shallow diving through a rational design of the back filling mining parameters,this paper researched on mechanical model of "boundary pillar?filling strip?water resisting groups" and established formula of "upward crack" and "downward crack" height, Laid certain theoretical foundation of solving water level drawdown of Sara Wusu group aquifer in north Shanbei jurassic coalfield.

Key words: DownwardCrack, WaterResistingGroups, ShallowSeam, Strip-Filling

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