Study on the Ground Movement in an Open-Pit Mine in the Case of Combined Surface and Underground Mining

被引:7
|
作者
Wang, Zhenwei [1 ]
Song, Gaofeng [1 ]
Ding, Kuo [1 ]
机构
[1] North China Univ Technol, Sch Civil Engn, Beijing 100144, Peoples R China
基金
北京市自然科学基金; 中国国家自然科学基金;
关键词
FRACTURED ZONE; OVERBURDEN; HEIGHT; SEAM;
D O I
10.1155/2020/8728653
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
The combined surface and underground mining method is typically used in an open-pit mine for better production and profits. However, the improved scale of mining operations at the combined mining conditions results in even more intensive strata movement and massive ground damages. This paper assesses the progressive development of the characteristics of roof movement with the longwall face advance and its influence on the ground movement at the slope area using physical models. The identification of strata zones at the combined mining conditions is also included. The results show the following: (1) the failure of the competent strong roof creates an inverse arch-shaped rock block structure, which compacts the loose rock fragments in the caved zone; (2) a bed separation occurs above the inverse structure at the top of the disturbed strata configuration and extends upward with the face advance until it approaches the continuous bending zone; (3) more intensive strata movement and ground damages are produced by the large-scale multiseam mining operations, while regular and more distinct strata zones in the disturbed configuration are identified for less intensive single-seam mining; and (4) the intensive and massive underground mining activities increase the slope strata movement at the surface mining side. This research suggests that a less intensive mining activity is preferred in the combined surface and underground mining conditions from the point of view of ground control.
引用
收藏
页数:13
相关论文
共 50 条
  • [12] GPS monitoring and analysis of ground movement and deformation induced by transition from open-pit to underground mining
    Ma, Fengshan
    Zhao, Haijun
    Zhang, Yamin
    Guo, Jie
    Wei, Aihua
    Wu, Zhiquan
    Zhang, Yonglong
    JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING, 2012, 4 (01) : 82 - 87
  • [13] Slope stability under underground mining of Anjialing open-pit mine in Pingshuo
    Center for Rock Instability and Seismicity Research, Northeastern University, Shenyang 110004, China
    不详
    Meitan Xuebao, 2008, 2 (148-152):
  • [14] Study on the Law of Mining Damage with the Combination of Underground Mining and Open-pit Mining
    Ren Gao-feng
    Fang Xing-kui
    2010 4TH INTERNATIONAL CONFERENCE ON BIOINFORMATICS AND BIOMEDICAL ENGINEERING (ICBBE 2010), 2010,
  • [15] Numerical study on movement of dynamic strata in combined open-pit and underground mining based on similar material simulation experiment
    Junwen Zhang
    Zhenwei Wang
    Zhixiang Song
    Arabian Journal of Geosciences, 2020, 13
  • [16] Numerical study on movement of dynamic strata in combined open-pit and underground mining based on similar material simulation experiment
    Zhang, Junwen
    Wang, Zhenwei
    Song, Zhixiang
    ARABIAN JOURNAL OF GEOSCIENCES, 2020, 13 (16)
  • [17] Feasibility of discharging tailing in the open pit of Fengshan copper mine using transforming open-pit into underground mining
    Xia, Liang
    Xia, Shi-you
    CIVIL ENGINEERING AND URBAN PLANNING III, 2014, : 191 - 194
  • [18] Combined Open Pit and Underground Mining Method at Aghires Mine.
    Muste, I.
    Mine, petrol si gaze, 1986, 37 (09): : 408 - 416
  • [19] The Influence of Rainfall on Landslide Stability of an Open-Pit Mine: The Case of Haizhou Open-Pit Mine
    An Bo
    Zhu Chun
    Liu Kuiming
    Li Sitong
    Tao Zhigang
    Li Haipeng
    Yu Haoran
    GEOTECHNICAL AND GEOLOGICAL ENGINEERING, 2019, 37 (04) : 3367 - 3378
  • [20] The Influence of Rainfall on Landslide Stability of an Open-Pit Mine: The Case of Haizhou Open-Pit Mine
    An Bo
    Zhu Chun
    Liu Kuiming
    Li Sitong
    Tao Zhigang
    Li Haipeng
    Yu Haoran
    Geotechnical and Geological Engineering, 2019, 37 : 3367 - 3378