• DocumentCode
    3258117
  • Title

    Bayes discriminant analysis method for predicting the stability of open pit slope

  • Author

    Xiaoming, Yan ; Xibing, Li

  • Author_Institution
    Sch. of Resources & Safety Eng., Central South Univ., Changsha, China
  • fYear
    2011
  • fDate
    22-24 April 2011
  • Firstpage
    147
  • Lastpage
    150
  • Abstract
    A method to forecast the stability of open pit slope by using the Bayes discriminant analysis theory is presented in this paper. The Bayes discriminant analysis theory was introduced firstly. Then considering the mining circumstances and geological conditions of open pit slope, six factors reflecting the stability of open pit slope, including the magnitude of unit weight, angle of internal friction, cohesion, slope angle, slope height and pore pressure ratio, were selected to establish a BDA model. 33 samples of open pit slope were used as the training and forecasting samples. The prior probability of each collectivity was obtained according to the ratio of training samples and re substitution method was also introduced to verify the stability of model. Compared with the support vector machine (SVM) method, the results show that this Bayes discriminant analysis model has excellent performance, high prediction accuracy and can be used in practical engineering.
  • Keywords
    Bayes methods; geotechnical engineering; internal friction; mechanical stability; mining; probability; Bayes discriminant analysis; cohesion; geological conditions; internal friction; mining circumstances; open pit slope stability forecasting; pore pressure ratio; probability; slope angle; slope height; Analytical models; Estimation; Predictive models; Stability criteria; Support vector machines; Training; Bayes discriminant analysis; open pit slope; predicting the stability;
  • 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.2011.5776304
  • Filename
    5776304