首页 | 本学科首页   官方微博 | 高级检索  
     

断层影响下境界矿柱稳定性数值分析
引用本文:南世卿,赵兴东.断层影响下境界矿柱稳定性数值分析[J].金属矿山,2005(3):28-30.
作者姓名:南世卿  赵兴东
作者单位:东北大学岩石破裂与失稳研究中心;唐钢矿业有限公司石人沟铁矿;东北大学岩石破裂与失稳研究中心
摘    要:露天转地下开采的矿山,其露天坑底境界矿柱厚度的确定,对于金属矿山地下开采安全生产极其重要。针对石人沟铁矿露天转地下设计资料和地质资料,运用RFPA进行建模,研究了地下开采对露天境界顶柱受力和变形情况,分析了境界顶柱的稳定性,为矿山设计提出的境界顶柱厚度进行了验证和补充,同时也为矿山设计施工提供依据和指导。

关 键 词:境界矿柱  露天转地下  稳定性
修稿时间:2004年12月15

Instability Numerical Analysis of Boundary Pillar Affected by Fault
Nan Shiqing,Zhao Xingdong.Instability Numerical Analysis of Boundary Pillar Affected by Fault[J].Metal Mine,2005(3):28-30.
Authors:Nan Shiqing  Zhao Xingdong
Affiliation:Nan Shiqing 1,2 Zhao Xingdong 1
Abstract:The determination of the thickness of boundary pillar under open-pit bottom is extremely important for the safe production of underground mining of metallic mines that have shifted from open-pit to underground. Based on the design and geological data of shirengou Iron Mine's shifting from open-casting to underground mining, model was established using RFPA to study the stress and deformation of open-pit boundary pillars during underground excavation and analyse their stability, verifying and complementing the designed pillar thickness and providing the basis and guidance for mine design and construction.
Keywords:Boundary pillar  Transition from open pit to underground  Stability
本文献已被 CNKI 维普 万方数据 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号