欢迎访问《金属矿山》杂志官方网站,今天是 分享到:
×

扫码分享

金属矿山 ›› 2010, Vol. 39 ›› Issue (02): 38-41.

• 采矿工程 • 上一篇    下一篇

高陡露天边坡运动损害规律研究

任高峰,房兴奎,张世雄   

  1. 武汉理工大学
  • 出版日期:2010-02-15 发布日期:2010-11-09

Research on the Movement and Damage Law of High and Steep Open-pit Slope

 REN  Gao-Feng, FANG  Xing-Kui, ZHANG  Shi-Xiong   

  1. Wuhan University of Technology
  • Online:2010-02-15 Published:2010-11-09

摘要: 随着越来越多的露天矿山转入深凹露天开采,高陡边坡岩体运动损害规律研究越来越受到人们所认识和重视。通过对边坡岩体内部位移监测找出了边坡内部岩体的变形规律,采用三维有限元数值模拟软件ANSYS建立了金堆城小北露天采场的有限元模型,计算并分析了边坡岩体的应力分布状态。对于高陡露天边坡岩体运动损害规律的探索,该研究方法具有一定的借鉴意义。

关键词: 高陡露天边坡, 运动损害, 数值模拟, ANSYS

Abstract: With more and more open-pit mines transferring into deep open-pit mining, research on the law of the movement and damage to high and steep slope rock is focused on.The deformation law of rock mass inside slope was determined according to monitoring its internal displacement, and the finite element model of Xiaobei open-pit in Jinduicheng mine was established by adopting three-dimensional finite element numerical simulation software, namely ANSYS.Then the stress distribution in slope rock was calculated and analyzed.The research provided a certain reference to study on the law of the movement and damage to high and steep slope rock.

Key words: High and steep open-pit slope, Movement and damage, Numerical simulation, ANSYS