首页 | 本学科首页   官方微博 | 高级检索  
     

红旗铁矿老露天坑和渗流场对井下开采稳定性的影响
引用本文:范庆.红旗铁矿老露天坑和渗流场对井下开采稳定性的影响[J].金属矿山,2016,45(9):40-43.
作者姓名:范庆
作者单位:1.中钢集团马鞍山矿山研究院有限公司,安徽 马鞍山 243000;2.金属矿山安全与健康国家重点实验室,安徽 马鞍山 243000;3.华唯金属矿产资源高效循环利用国家工程研究中心有限公司,安徽 马鞍山 243000
摘    要:以池州市贵池区红旗铁矿为例,通过现场调查、取样、试验确定岩体质量等级,结合有关方法进行强度折减用于稳定性计算,并结合矿山的实际情况进行现状渗流场分析,在此基础上通过有限单元法计算矿区井下开采现状稳定性,矿区露天采坑对井下稳定性的影响,最后对矿山存在的安全隐患提出了对应的防治措施。

关 键 词:

Effect on Stability of Underground Mining of Old Open-pit and Seepage Field of Hongqi Iron Mine
Fan Qing.Effect on Stability of Underground Mining of Old Open-pit and Seepage Field of Hongqi Iron Mine[J].Metal Mine,2016,45(9):40-43.
Authors:Fan Qing
Affiliation:1.Sinosteel Maanshan Institute of Mining Research Co.,Ltd.,Maanshan 243000,China;2.State Key Laboratory of Safety and Health for Metal Mines,Maanshan 243000,China;3.Huawei National Engineering Research Center of High Efficient Cyclic and Utilization of Metallic Mineral Resources Co.,Ltd.,Maanshan 243000,China;
Abstract:Taking the Hongqi Iron Mine in Guichi district in Guizhou province as a case,the rock mass quality classifica-tion is determined by adopting the filed investigation,sampling and testing method,the strength reduction is done by using the relevant methods to conduct the stability calculation,combined with the actual situation of the iron mine,the mine status seep-age filed analysis is done,based on the above analysis results,the mining area status stability is calculated by adopting the fi-nite element method,besides that,the influence of the open mining pit to underground mining area are conducted stability anal-ysis and evaluation. According to the established analysis calculation model,the stability of the later mining of the iron mine is analyzed and predicted,the corresponding control measured of the mining security risks of the iron mine are proposed.
Keywords:Strength reduction  Old open pit  Finite element method  Seepage field analysis  Security and stability
本文献已被 CNKI 万方数据 等数据库收录!
点击此处可从《金属矿山》浏览原始摘要信息
点击此处可从《金属矿山》下载全文
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