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Microseismicity Induced by Fault Activation During the Fracture Process of a Crown Pillar
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  • 作者:Penghai Zhang ; Tianhong Yang ; Qinglei Yu ; Tao Xu…
  • 关键词:Transition from open pit to underground mining ; Microseismic monitoring ; Crown pillar ; Buried fault ; Fracture process
  • 刊名:Rock Mechanics and Rock Engineering
  • 出版年:2015
  • 出版时间:July 2015
  • 年:2015
  • 卷:48
  • 期:4
  • 页码:1673-1682
  • 全文大小:1,972 KB
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  • 作者单位:Penghai Zhang (1) (2)
    Tianhong Yang (1) (2)
    Qinglei Yu (1) (2)
    Tao Xu (1) (2)
    Wancheng Zhu (1) (2)
    Honglei Liu (1) (2)
    Jingren Zhou (1) (2)
    Yongchuan Zhao (1) (2)

    1. Key Laboratory of Ministry of Education on Safe Mining of Deep Metal Mines, Northeastern University, Shenyang, China
    2. School of Resources and Civil Engineering, Northeastern University, Shenyang, China
  • 刊物类别:Earth and Environmental Science
  • 刊物主题:Earth sciences
    Geophysics and Geodesy
    Civil Engineering
  • 出版者:Springer Wien
  • ISSN:1434-453X
文摘
Shirengou iron mine in Hebei Province, China is now under transition from open pit to underground mining. During this process, the unstable failure risk of crown pillar is growing as a result of underground mining, fault activation and water seepage. To monitor the stability of the crown pillar, a microseismic monitoring system was equipped in 2006. Based on temporal and spatial distribution of microseismic events and deformation mechanism, it was found that it is the propagation of the buried fault F15 that causes the failure of the crown pillar, resulting in increased water seeping into the underground drifts. By analyzing the temporal changes in multiple microseismic parameters during the fracture process of the crown pillar, it was found that several distinct abnormalities in the microseismic data such as a rapid decrease in the b value, a sharp increase in energy release, an abnormal increase in apparent stress and a low dominant frequency, could be judged as the signal of an increasing risk. Therefore, the microseismic monitoring has been proven to be a suitable method for understanding damage and fracture process of the crown pillar during the transition from open pit to underground mining.

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