摘要
针对浙江平水铜矿―445 m中段上、下盘围岩和矿体进行了工程地质和物理力学参数分析研究,采用RQD指标基本分类法、南非Bieniawski的地质力学RMR分级法和挪威BaRton的Q系统3种方法对岩体进行了分级,结合矿山实际采用Roclab软件对矿岩的力学参数进行计算分析,得出了各岩体的工程稳定性状况,奠定了井下岩体力学及工程稳定性分析的理论基础。
The engineering geology of surrounding rocks and ore bodies at -- 445 m level in Pingshui copper mine was an- alyzed and studied, as well as the physical and mechanical parameters. Rock mass was classified by 3 methods, inclu- ding RQD index classification method, geology mechanical RMR classification method and Q system classification method. Combining with the mine conditions, the mechani- cal parameters of ore and rock were calculated and analyzed by Roclab software. And the stability states of different rock mass were obtained, which provided a theoretical basis for rock mass mechanics and stability analysis.
作者
张访问
李伟明
赖伟
ZHANG Fangwen LI Weiming LAI Wei(Hunan Vocational Institute of Technology, Hunan Key Laboratory of Safe Mining Techniques of Coal Mines, Xiangtan, Hunan 411201, China School of Mining and Safety Engineering, Hunan University of Science and Technology, Xiangtan, Hunan 411104, China Changsha Institute of Mining Research Co., Ltd, Changsha, Hunan 410012, China)
出处
《矿业研究与开发》
CAS
北大核心
2016年第11期85-88,共4页
Mining Research and Development
基金
国家自然科学基金项目(51434006
51374105)
湖南省教育厅资助项目(12cy013
13C308)
湖南科技大学研究生创新基金资助项目(S130003)
关键词
岩石力学
岩体质量评价
工程岩体
稳定性分析
Rock mechanics, Rock mass quality evaluation,Engineering rock mass, Stability analysis
