• DocumentCode
    1620896
  • Title

    Deep Soft Rock Tunnel Support Technology and Simulation in Fanshan Phosphate Mine

  • Author

    Rui, Tang ; Zhanjin, Li

  • Author_Institution
    Min. Eng. Coll., Hebei United Univ., Tangshan, China
  • fYear
    2012
  • Firstpage
    2036
  • Lastpage
    2039
  • Abstract
    The depth of the horizontal tunnel in Fanshan Phosphate Mine is over 350m, and the tunnel is disturbed by the stoping of working face, so it is difficult to support. Based on engineering geological survey and analysis we find the damage reason of tunnel, research the deformation mechanism and damage of deep tunnel with soft rock and confirm the compound deformation mechanism, in addition, combining the simulation results we put forward the anchor-mesh-cable support programs. The results show that the program can give full play to the coupling supporting of anchor-mesh-cable and control the deformation of tunnel effectively, therefore it creates a safe conditions for production.
  • Keywords
    anchors; cables (mechanical); deformation; geology; mining; rocks; tunnels; Fanshan phosphate mine; anchor-mesh-cable support programs; compound deformation mechanism; deep soft rock tunnel support technology; deep tunnel damage; deformation mechanism; engineering geological survey; tunnel deformation; Couplings; Fasteners; Floors; Force; Joints; Rocks; Stress; Anchor-mesh-cable coupling support; Simulation; Soft rock tunnel;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Industrial Control and Electronics Engineering (ICICEE), 2012 International Conference on
  • Conference_Location
    Xi´an
  • Print_ISBN
    978-1-4673-1450-3
  • Type

    conf

  • DOI
    10.1109/ICICEE.2012.541
  • Filename
    6322832