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BAO Hui-ming, HU Zhang-shun. Stability evaluation of depth cutting slope in rock mass base on artificial neural network[J]. Journal of Traffic and Transportation Engineering, 2002, 2(3): 52-56.
Citation: BAO Hui-ming, HU Zhang-shun. Stability evaluation of depth cutting slope in rock mass base on artificial neural network[J]. Journal of Traffic and Transportation Engineering, 2002, 2(3): 52-56.
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Stability evaluation of depth cutting slope in rock mass base on artificial neural network

  • 1.

    School of Highway, Chang′an University, Xi′an 710064, China

  • 2.

    Department of Civil Engineering, Guilin Institute of Technology, Guilin 541004, China

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  • Author Bio:

    BAO Hui-ming(1963-), male, a doctoral student of Chang′an University, engaged in research of engineering of highway and railway

  • Received Date: 2002-01-14
  • Publish Date: 2002-09-25
    Abstract
  • Based on comprehensively analysis of the deformation and failure mode of depth cutting slope on the rock mass, the evaluating indices of the slope engineering stability in rock mass are pointed out.The application of the theory of artificial neural network(ANN) in the stability cf the depth cutting slope in the rock mass is analyzed.Based on the ANN, the stability evaluation method of the depth cutting slope is presented. The manner is effective and practice by evaluation the practice freeway slope.

     

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