期刊文献+
共找到1篇文章
< 1 >
每页显示 20 50 100
Pre-reinforcement grout in fractured rock masses and numerical simulation for optimizing shrinkage stoping configuration 被引量:6
1
作者 YU Shao-feng WU Ai-xiang +1 位作者 WANG Yi-ming LI Tao 《Journal of Central South University》 SCIE EI CAS CSCD 2017年第12期2924-2931,共8页
Proper room and pillar sizes are both critical factors for safe mining and high ore recovery rate in shrinkage stoping mining of underground metal mines.The rock masses of Tangdan copper mine of China are fractured,wh... Proper room and pillar sizes are both critical factors for safe mining and high ore recovery rate in shrinkage stoping mining of underground metal mines.The rock masses of Tangdan copper mine of China are fractured,which needs much reinforcement and support prior to mining.Cement-sodium silicate grout technology was selected,then its related parameters such as grout pressure,diffusion radius and time were calculated and proposed.In order to test the effect of the pressured grout in the fractured No.4 ore block,field experiments were conducted.To optimize stoping configuration,three-dimensional numerical simulation with ANSYS and FLAC 3 D softwares was proposed.The results show that the drilling porosity and mechanical properties of the rock masses are increased obviously.After grout,ore recovery rate is increased by 10.2%employing the newly designed stoping configuration compared with the previous.Last,analyzed from the surface movements,roof subsidence and the maximum principal stress of the pillars,the mining safety is probable of being ensured. 展开更多
关键词 shrinkage stoping mining cement-sodium silicate grout effect of pressured grout stoping configuration three-dimensional numerical simulation
在线阅读 下载PDF
上一页 1 下一页 到第
使用帮助 返回顶部