• DocumentCode
    2573520
  • Title

    Numerical Simulation Modeling and Calculation Analysis on Stope Roof Stability under the Complex Geological Conditions in Deep Mining

  • Author

    Hu Hua ; Cao Yong

  • Author_Institution
    Dept. of Civil Eng., Xiamen Univ., Xiamen, China
  • fYear
    2009
  • fDate
    2-3 May 2009
  • Firstpage
    175
  • Lastpage
    177
  • Abstract
    The method of numerical simulation calculation is an important means to calculate analysis predict and forecast the stability of momentous projects. Combining with the researches of synthetic technology of deep mining in certain Gold Mine, the numerical simulating calculation model of stability of stop roof has been established after considering the above all factors. The sound emission, distribution of shear stress and the rock failure process of stope roof have been calculated and analyzed with mining procedure steps. The results are as follows: when the stope span is 6 meters, parts of roof begin to collapse; when the stope span is 10 meters, the middle parts of roof start to fall. Field investigation and observation are quite close to the numerical simulation result. All these offered the reliable theoretical basis for optimizing stope structural parameters and instructing the control ground pressure of stope.
  • Keywords
    failure analysis; geotechnical engineering; mechanical stability; mining; rocks; complex geological conditions; deep mining; gold mine; momentous projects; rock failure process; shear stress distribution; sound emission; stope roof stability; Failure analysis; Geology; Gold; Numerical models; Numerical simulation; Pressure control; Reliability theory; Stability analysis; Stress; Structural engineering; complex geological conditions; numerical simulation calculation; rock failure process; stability of stope roof;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Engineering Computation, 2009. ICEC '09. International Conference on
  • Conference_Location
    Hong Kong
  • Print_ISBN
    978-0-7695-3655-2
  • Type

    conf

  • DOI
    10.1109/ICEC.2009.41
  • Filename
    5167119