3-D discontinuum numerical modeling of subsidence incorporating ore extraction and backfilling operations in an underground iron mine in China  

作　　者：Huang Gang Kulatilake Pinnaduwa H.S.W. Shreedharan Srisharan Cai Sijing Song Hongqing 

机构地区：[1]School of Resources and Environmental Engineering, Wuhan University of Technology [2]School of Civil and Environmental Engineering, University of Science and Technology,Beijing [3]Rock Mass Modeling and Computational Rock Mechanics Laboratories, University of Arizona

出　　处：《International Journal of Mining Science and Technology》2017年第2期191-201,共11页矿业科学技术学报（英文版）

基　　金：the support from the National Natural Science Foundation of China (No. 51404024);partially funded by the NIOSH of the Centers for Disease Control and Prevention, USA through Contract No.200-201139886 given to the second author

摘　　要：An underground iron mine in China has been used as a case-study to research the subsidence due to ore extraction and backfilling during open stoping operations. A 3-D discontinuum numerical model was built incorporating geologic complexities including faults and interfaces between different lithologies,and the stoping and backfilling sequence adopted from the mine plans. The stoping was carried out in two vertically stacked horizontal layers, with a total of 16 stopes. Large displacements of up to 50 cm were observed along the roof of the stopes, and a maximum surface subsidence of 22.5 cm was observed.Backfilling was found to eliminate subsequent displacements and subsidence. The extraction of the upper orebody was found to influence displacements in the lower orebody. Finally, a subsidence profile was constructed to show the subsidence at all locations along the length of the surface and region of influence on the surface.An underground iron mine in China has been used as a case-study to research the subsidence due to ore extraction and backfilling during open stoping operations. A 3-D discontinuum numerical model was built incorporating geologic complexities including faults and interfaces between different lithologies,and the stoping and backfilling sequence adopted from the mine plans. The stoping was carried out in two vertically stacked horizontal layers, with a total of 16 stopes. Large displacements of up to 50 cm were observed along the roof of the stopes, and a maximum surface subsidence of 22.5 cm was observed.Backfilling was found to eliminate subsequent displacements and subsidence. The extraction of the upper orebody was found to influence displacements in the lower orebody. Finally, a subsidence profile was constructed to show the subsidence at all locations along the length of the surface and region of influence on the surface.

关 键 词：Underground iron mine Discontinuum numerical modeling Open stoping Backfill Subsidence 

分 类 号：TD861.1[矿业工程—金属矿开采]