BP neural networks for prediction of the factor of safety of slope stability

CCIE 2011 - Proceedings: 2011 IEEE 2nd International Conference on Computing, Control and Industrial Engineering

Volumn 2, Issue , 2011, Pages 337-340

  Jiang, Jianping ^a  

^a SHANGHAI MARITIME UNIVERSITY   (China)

Author keywords

BP neural network; error; prediction; safety factor of slope stability

Indexed keywords

ABSOLUTE VALUES; ANGLE OF FRICTION; BP NEURAL NETWORK MODEL; BP NEURAL NETWORKS; FACTOR OF SAFETY; FORECASTING MODELS; INDEPENDENT VARIABLES; INPUT VARIABLES; OUTPUT VARIABLES; PREDICTION MODEL; RELATIVE ERRORS; SAFETY FACTOR OF SLOPE; SAFETY FACTOR OF SLOPE STABILITY; UNIT WEIGHT;

ACCIDENT PREVENTION; ERRORS; FORECASTING; INDUSTRIAL ENGINEERING; MATHEMATICAL MODELS; SAFETY FACTOR; SLOPE STABILITY; SPEECH RECOGNITION;

NEURAL NETWORKS;

EID: 80053187740     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1109/CCIENG.2011.6008133     Document Type: Conference Paper

References (14)

1. LU Guangyin, ZHU Ziqiang, LIU Qunyi, et al. Three dimensional computer modeling for the stress and deformation interaction of rock slope and tunnel. ICIME 2010-2010 2nd IEEE International Conference on Information Management and Engineering, v 2, p 169-172, 2010, ICIME 2010-2010 2nd IEEE International Conference on Information Management and Engineering.
2. AJ. Li, R. S. Merified, A. V. Lyamin. Stability charts for rock slopes based on the Hoek-Brown failure criterion [J]. International journal of rock mechanics and mining sciences, 2008, 45: 689-700.
3. Zulfu Gurocak, Selcuk Alemdag, Musharraf M. Zaman. Rock safety factor of slope stability and excavatability assessment of rocks at the Kapikaya dam site, Tuikey [J]. Engineering geology, 2008, 96: 17-27.
4. LIU Longwu, ZHENG Jianlong. Track monitoring of deformation behavior of expansive soil cutting slope [J]. China journal of highway and transport, 2008, 21 (3): 6-7.
5. Jiang J. P., Luo G. Y. Analysis of preferred plane in the soil slope. Journal of engineering geology, 2000, 8 (4): 438-441.
6. Li Tongchun, Lu Zhiling, Yao Weiming, et al. Finite element iteration method for stability safety factor of slopes against slideing [J]. Chinese journal of rock mechanics and engineering, 2003, 22 (3): 446-450.
7. Kang Haigui, Li Wei. Research on evaluated system for slope reliability based on calculation formulae of safety factor [J]. China journal of highway and transport, 2008, 21 (3): 1-5.
8. Li Zhaoping, Zhang Mi. Effects of rain infiltration on transient safety of unsaturated soil slope [J]. China civil engineering journal, 2001, 34 (5): 57-61.
9. Song kezhi. A artificial neural network model on relationship between slope displacements and time [J]. Journal of China coal society, 2004, 29 (3): 405-408.
10. Yang Yongbo, Liu Minggui, Yue Xianghong, et al. Prediction of slope displacement based on gray model and neural network [J]. Journal of natural disasters, 2008, 17 (2): 138-143.
11. Xue Xinhua, Zhang Wohua, Liu Hongjun. Evaluation of safety factor of slope stability based on genetic algorithm and fuzzy neural network [J]. Rock and soil mechanics, 2007, 28 (12): 2643-2648.
12. N. K. Shahe, P. R Xiaoli, L. N. Wupa. The maximum likelihood estimate of Slope safety factor [J]. Foreign metal mines, 1995, (3): 6-12
13. FENG Xiating. Introduction to intelligent rock mechanics [J]. Science press, 2000
14. ZHANG Xuexi, WANG Guoti, ZHANG Ming. Application of PPE model based on accelerating genetic algorithm in the evaluation of safety factor of slope stability [J]. Journal of hefei university of technology, 2008, 31 (3): 430-433.