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现代矿业 ›› 2011, Vol. 27 ›› Issue (07): 4-6.

• 采选工程 • 上一篇    下一篇

某矿残采边坡应力场分布规律模拟研究

程宏1,杨久林2,温海民2,康志强3   

  1. 1.河北省矾山磷矿有限公司;2.河北钢铁集团矿业有限公司承德黑山铁矿;3.河北联合大学矿业工程学院
  • 出版日期:2011-07-13 发布日期:2011-07-14
  • 基金资助:

    河北省自然科学基金项目(编号:E2009000782)。

Numerical Simulation on the Displacement Field Distribution of Residual Mining Slope of a Mine

Cheng Hong1,Yang Jiulin2,Weng Haimin2,Kang Zhiqiang3   

  1. 1.Hebei Fanshan Phosphorite Mine Co.,Ltd;2.Chengde Heishan Iron Ore,Hebei Iron &Steel Group Mining Co.,Ltd;3.School of Resources and Environment,Hebei United University
  • Online:2011-07-13 Published:2011-07-14

摘要: 利用ANSYS有限元数值模拟软件,通过建立某矿追脉开采露天高边坡岩体三维数值模型,并进行了数值模拟分析计算,分析了露天矿残采边坡的岩体稳定性,结果表明,平硐追脉开采对某矿露天边坡整体稳定性影响不大,残采边坡岩体是稳定的,但应加强平硐硐口和采空区顶板的支护和管理。  

关键词: 平硐追脉开采, 应力场, ANSYS, 残采边坡, 数值模拟

Abstract: Three-dimensional numerical model of veining up mining of the open-air high slope of an iron ore is established,and numerical simulation on the stability of slope residual mining by ANSYS.The numerical simulation result shows that adit veining up mining has little influence to the whole stability of open-air slope,and residual mining slope is stable,but the support and management of adit tunnel and goaf roof should be strengthened.

Key words: Residual mining slope, Displacement field, ANSYS, Numerical simulation