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金属矿山 ›› 2008, Vol. 38 ›› Issue (05): 28-31+113.

• 采矿工程 • 上一篇    下一篇

露天采空区排尾的渗流场与应力场耦合分析

陈超,张亚宾,甘德清   

  1. 河北理工大学
  • 收稿日期:2008-04-10 出版日期:2008-05-15 发布日期:2011-07-19

Coupling Analysis of Seepage Field and Stress Field in Tailings Discharge into Mined-out Open Pit

Chen Chao,Zhang Yabin,Gan Deqing   

  1. Hebei University of Science and University
  • Received:2008-04-10 Online:2008-05-15 Published:2011-07-19

摘要: 露天转地下矿山利用露天采空区排尾时,渗流场和应力场的相互影响导致地下开采矿房顶板稳定分析的复杂化。采用有限元软件模拟技术手段,分析、总结了不同采掘条件和排尾条件下露天采空区的渗流场和应力场分布规律,并对渗流场和应力场进行了耦合分析。耦合分析结果表明,当最大排尾高度为40 m时,地下矿房的顶板是稳定的。

关键词: 露天采空区, 排尾, 渗流场, 应力场, 耦合分析

Abstract: In the tailings discharge into the mined-out open pit during the transfer period of open casting to underground mining, the mutual effect of the seepage field and stress field can lead to the complication of the analysis of the room roof stability in underground mining. The paper, by means of finite element software simulation technology, analyzes and summarizes the distribution law of the seepage field and stress field of the mined-out open pit under different excavation and tailing discharging conditions, and makes the coupling analysis of the two fields. The coupling analysis result indicates that the roof of the underground room is stable when the maximum discharged tailing height is no more than 40m.

Key words: Mined-out open pit, Tailing discharge, Seepage field, Stress field, Coupling analysis