岩体结构分析计算机系统在大厂铜坑矿细脉带采场的应用  

Application of Computer System for Structure Analysis in Veinlet Belt Stope of Dachang Copper Pit Mine

作　　者：陈宏[1] 周昌达[1] 

机构地区：[1]昆明理工大学国土资源工程学院,云南昆明650093

出　　处：《云南冶金》2001年第2期8-11,共4页Yunnan Metallurgy

摘　　要：针对地下矿山巷道、采场中个别结构体冒顶、片帮现象 ,以岩体结构分析为手段 ,利用自行开发的软件“岩体结构分析计算机系统” ,结合国家“八五”科技攻关课题《大厂铜坑矿细脉带地压及充填体稳定性监测》 ,对其巷道的围岩稳定性进行评价。该系统可直接用于地下矿山巷道、采场围岩稳定性的分析和矿区主应力场方位的分析 ,一方面为矿山的生产提供安全保障 ,另一方面主应力场方位的分析结果可为矿山现代化科学生产设计与施工提供依据。According to phenomena of cave-in of several structural rock masses and rib fall occurring in the underground mining roadway and stope,the stability of wall rock in roadway was evaluated by analyzing the rock mass structure and utilizing the self-developed software-Computer System of Structure Analysis and on the basis of the State Eighth Five-year Plan's research project,i.e.,Monitoring the Stabilities of Veinlet Geopressure and Backfill in rocks of underground roadways and stope and the directions of primary stress field in the mining area.On the one hand,thus,it will ensure the production safety of the mine,on the other hand,the results of direction analysis on primary stress filed can be used as the design and construction basis for the modern and scientific production in the mine.

关 键 词：结构分析 稳定性 滑落 冒落 

分 类 号：TD672[矿业工程—矿山机电]