煤炭工程 ›› 2014, Vol. 46 ›› Issue (10): 30-33.doi: 10.11799/ce201410007

• 设计技术 • 上一篇    下一篇

回采动压影响下深井巷道变形破坏规律数值模拟研究

杨仁树,薛华俊,何天宇,李涛涛,王茂源,梁明   

  1. 中国矿业大学(北京)力学与建筑工程学院
  • 收稿日期:2014-06-15 修回日期:2014-07-18 出版日期:2014-10-10 发布日期:2014-10-10
  • 通讯作者: 薛华俊 E-mail:xuehuajun7792@163.com

Numerical simulation study on deformation failure law of deep mine roadway influenced by dynamic mining pressure

  • Received:2014-06-15 Revised:2014-07-18 Online:2014-10-10 Published:2014-10-10

摘要:

为正确指导深井工作面顺槽巷道经济安全支护,通过FLAC3D数值模拟软件,对工作面顺槽巷道在支护状态和工作面回采动压影响下,巷道变形破坏机制和破坏规律进行了模拟研究。研究结果表明,受工作面回采动压影响,巷道变形量和变形速率明显增大,且距离工作面越近,变化趋势越快,巷道移近量超过1000mm。在距工作面40m,受周期来压影响移近速率相对减小,巷道两帮和顶底板移近速率最大均为工作面回采到距离监测点10m范围内。

关键词: 经济安全支护, FLAC3D数值模拟, 回采动压, 变形破坏规律, 移近量

Abstract:

For the correct guidance of economic security support of deep mine crossheading, the paper studied the crossheading deformation failure mechanism and law influenced by supporting and dynamic mining pressure by FLAC3D numerical simulation software. The results showed that roadway deformation and deformation rate significantly increased with more than 1000 mm of roadway deformation, and the closer distance from working face, the faster the change trend, amounts of closer than 1000 mm influenced by dynamic mining pressure. In 40 m from the working face, the deformation rate comparatively decreased affected by periodic weighting, and the deformation rate of roadway sides and roof –floor is the largest in 10 m from the mining working face to monitoring point.

Key words: economic security support, FLAC3D numerical simulation software, dynamic mining pressure, deformation failure law, deformation

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