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
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