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现代矿业 ›› 2010, Vol. 26 ›› Issue (12): 48-51.

• 安全与环保 • 上一篇    下一篇

某地下矿山岩巷喷锚支护数值模拟研究

姜涛;陆文;赵承志   

  1. 西南科技大学环境与资源学院
  • 出版日期:2010-12-20 发布日期:2010-12-28

Numerical Simulation on Shotcrete and Bolt Support of Deep Rock Tunnel of a Underground Mine

Jiang Tao;Lu Wen;Zhao Chengzhi   

  1. School of Environment and Resource,Southwest University of Science and Technology
  • Online:2010-12-20 Published:2010-12-28

摘要: 根据有限元法的基本原理,运用数值分析软件Ansys,对某煤矿深部主井巷道的喷锚支护进行数值模拟与分析,讨论了支护结构受力情况及其支护作用,分析了支护后围岩的应力与位移分布规律,并与现场观测结果相互验证,证明了模型的合理性,为以后的支护设计提供了参考。

关键词: 数值模拟, D-P屈服准则, 围岩应力, 喷锚支护

Abstract: Numerical simulation are made on shotcrete and bolt support of main deep tunnel of a coalmine by Ansys, the forces situation of the supporting structure and its supporting role has been discussed. It analyzed the distribution rules of the stress and displacement of the surrounding rock mass when the tunnel is supported. After mutual authentication with the field observations and experiment, the analysis result is proved to be practical.

Key words: Numerical simulation, Drucker-Prager yield criterion, Surrounding rock mass stress, Shotcrete and bolt support

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