A Case Study on Ground Subsidence and Backfill Deformation Induced by Multi-Stage Filling Mining in a Steeply Inclined Ore Body
文献类型:期刊论文
作者 | Li, Guang1,2; Wan, Yang1,2,3; Guo, Jie1,2; Ma, Fengshan1,2; Zhao, Haijun1,2; Li, Zhiqing1,2 |
刊名 | REMOTE SENSING
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出版日期 | 2022-09-01 |
卷号 | 14期号:18页码:14 |
关键词 | backfill mining method multi-stage mining Jinchuan mine surface movement filling body stability |
DOI | 10.3390/rs14184555 |
英文摘要 | The backfill mining method transports treated tailings to the mined-out area, which not only improves the surrounding environment of the mine but also enables the mined-out area to continue mining and production under the support of the filling body. However, with the growth in the depth and scale of mining, ground subsidence, and backfill deformation are becoming increasingly serious problems. As an example, in the Jinchuan mine, a typical multi-stage filling mining mine in China, the deformation law of surface rock mass and backfill are studied through a method combining field monitoring and numerical simulation. The major findings are as follows: (a) A settlement funnel is formed on the ground, and its radius gradually expands with continuous mining and filling. The location of the settlement center moves toward the surface above the footwall of the ore body, and the maximum subsidence reaches 739 mm in 14.5 years. (b) Three-section mining significantly affects the surface deformation, and the single subsidence center on the upper wall develops into the double subsidence center with the mining and filling. When the three-section mining is finished, the maximum value of the surface subsidence reaches about 1.35 m and the mining area is still in a relatively stable state. (c) The whole filling body presents obvious subsidence, with the development of the multi-stage mining and filling. Bed separation phenomena are found between the filling layers, and the closer to the interior, the more obvious it becomes. The backfill's subsidence characteristics are similar to the surface's; that is, both the subsidence amount and speed are higher on the hanging wall than on the footwall. (d) The backfill mainly shrinks inward in the horizontal direction, and the deformation is mainly manifested as an internal uplift and an external subsidence in the vertical direction. The mass instability of the backfill is difficult because of the insufficient deformation space, and the influence of large-scale deformation on the mining and overlying strata needs to be considered, as well as the local deformation near the rock contact zone surrounding the backfill. The results provide technical support for filling mining in the Jinchuan mine and provide a reference for other projects with similar engineering conditions. |
WOS关键词 | DEEP SOFT ROCK ; EVOLUTION LAW ; JINCHUAN MINE ; NICKEL MINE ; MECHANISM ; EXPLOITATION ; TECHNOLOGY ; RESOURCES ; MOVEMENT ; MASS |
资助项目 | National Natural Science Foundation of China[42072305] ; National Natural Science Foundation of China[41877274] ; National Natural Science Foundation of China[41831293] |
WOS研究方向 | Environmental Sciences & Ecology ; Geology ; Remote Sensing ; Imaging Science & Photographic Technology |
语种 | 英语 |
WOS记录号 | WOS:000856672400001 |
出版者 | MDPI |
资助机构 | National Natural Science Foundation of China ; National Natural Science Foundation of China ; National Natural Science Foundation of China ; National Natural Science Foundation of China ; National Natural Science Foundation of China ; National Natural Science Foundation of China ; National Natural Science Foundation of China ; National Natural Science Foundation of China ; National Natural Science Foundation of China ; National Natural Science Foundation of China ; National Natural Science Foundation of China ; National Natural Science Foundation of China ; National Natural Science Foundation of China ; National Natural Science Foundation of China ; National Natural Science Foundation of China ; National Natural Science Foundation of China |
源URL | [http://ir.iggcas.ac.cn/handle/132A11/108372] ![]() |
专题 | 地质与地球物理研究所_中国科学院页岩气与地质工程重点实验室 |
通讯作者 | Ma, Fengshan |
作者单位 | 1.Chinese Acad Sci, Inst Geol & Geophys, Key Lab Shale Gas & Geoengn, Beijing 100029, Peoples R China 2.Chinese Acad Sci, Innovat Acad Earth Sci, Beijing 100029, Peoples R China 3.Univ Chinese Acad Sci, Coll Engn & Technol, Beijing 100049, Peoples R China |
推荐引用方式 GB/T 7714 | Li, Guang,Wan, Yang,Guo, Jie,et al. A Case Study on Ground Subsidence and Backfill Deformation Induced by Multi-Stage Filling Mining in a Steeply Inclined Ore Body[J]. REMOTE SENSING,2022,14(18):14. |
APA | Li, Guang,Wan, Yang,Guo, Jie,Ma, Fengshan,Zhao, Haijun,&Li, Zhiqing.(2022).A Case Study on Ground Subsidence and Backfill Deformation Induced by Multi-Stage Filling Mining in a Steeply Inclined Ore Body.REMOTE SENSING,14(18),14. |
MLA | Li, Guang,et al."A Case Study on Ground Subsidence and Backfill Deformation Induced by Multi-Stage Filling Mining in a Steeply Inclined Ore Body".REMOTE SENSING 14.18(2022):14. |
入库方式: OAI收割
来源:地质与地球物理研究所
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