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Volume 36 Issue 10
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SHI Wen-hao, YANG Tian-hong, WANG Pei-tao, HU Gao-jian, ZHU Xin-ping, XIAO Ping. Anisotropy analysis method for stability of open-pit slope rock mass and its application[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(10): 1924-1933. DOI: 10.11779/CJGE201410021
Citation: SHI Wen-hao, YANG Tian-hong, WANG Pei-tao, HU Gao-jian, ZHU Xin-ping, XIAO Ping. Anisotropy analysis method for stability of open-pit slope rock mass and its application[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(10): 1924-1933. DOI: 10.11779/CJGE201410021
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Anisotropy analysis method for stability of open-pit slope rock mass and its application

  • 1. Key Laboratory of Ministry of Education on Safe Mining of Deep Metal Mines, Northeastern University, Shenyang 110819, China;
    2. Center for Rock Instability and Seismicity Research, Northeastern University, Shenyang 110819, China;
    3. China Coal Technology and Engineering Group Shenyang Institute, Fushun, 113122, China;
    4. West Open-pit Mine of Fushun Mining Group, Fushun 113001, China

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  • Received Date: December 18, 2013
  • Published Date: October 19, 2014
    Graphical Abstract
    • Abstract
  • A lot of grade IV and V discontinuities distributed in the open-pit slope rock mass have great effect on the stability of rock mass. According to the characteristics of open-pit slope rock mass, a systematic analysis method is put forward. Firstly, a 3GSM contact-free measuring system is employed to capture the discontinuities outcropped in rock mass, and the probability model for geometric parameters of structural plane can be obtained. Then the fracture network is generated by means of the Monte Carlo method. Considering the size effects of REV, the permeability tensor of rock mass is calculated using the discrete medium seepage method, and the elasticity tensor of rock mass is obtained using the geometrical damage theory, and the rock mass parameters are finally determined. Finally, the anisotropic seepage-stress coupling model based on the equivalent continuum model is established for mechanical analysis of stability of slope rock mass by using COMSOL software. Moreover, the proposed method is applied in the southern slope of Fushun west open-pit mine, and the results agree with the failure observation well. The stability of slope rock mass can be evaluated by using the proposed method considering the characteristics of rock mass caused by distribution of joints. It is simple but very reasonable, and hence it has a good application prospect.
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    • References (24)
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