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
Link To Document :
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