• DocumentCode
    3234579
  • Title

    Effect of weak structural layer on the zonal disintegration formation in the deep rock (The principle of the zonal disintegration formation)

  • Author

    Jianguo, Ning ; Haitao, Li ; Yunliang, Tan ; Ming, Li

  • Author_Institution
    Key Lab. of Mine Disaster Prevention & Control, Shandong Univ. of Sci. & Technol., Qingdao, China
  • fYear
    2011
  • fDate
    22-24 April 2011
  • Firstpage
    5908
  • Lastpage
    5911
  • Abstract
    Zonal disintegration has attracted the attention of many experts and scholars, also is the theoretical and practical issue to be solved in deep rock engineering. Based on the typically geological and mining conditions of Xinwen coal mine area, first, the compressive strength of rock samples which were taken from deep roadway was tested in the laboratory, and the layer thickness was identified according to compressive strength. Then, the failure characteristics were detected with strata exploring instrument. The result shows that zonal disintegration exists in surrounding rock of deep roadway, the location of fracture zone is almost the same with that of weak structural layer. When the initial stress is larger than the uniaxial compressive strength of rock in deep rock engineering, it is the external factor of zonal disintegration formation, at the same time, the weak structural layer is the internal factor.
  • Keywords
    coal; compressive strength; fracture; geology; geotechnical engineering; mining; road building; rocks; structural engineering; Xinwen coal mine area; compressive strength; deep roadway; deep rock engineering; failure characteristics; fracture zone; geological conditions; mining conditions; strata exploring instrument; weak structural layer; zonal disintegration formation; Drilling machines; Floors; Instruments; Laboratories; Rocks; Stress; deep rock mass; weak structural layer; zonal disintegration;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Electric Technology and Civil Engineering (ICETCE), 2011 International Conference on
  • Conference_Location
    Lushan
  • Print_ISBN
    978-1-4577-0289-1
  • Type

    conf

  • DOI
    10.1109/ICETCE.2011.5775153
  • Filename
    5775153