Abstract:Research purposes: In railway construction and operation and maintenance, dangerous rock is a key problem in the prevention and control of geological hazards on side slopes. In order to achieve accurate and rapid prediction of the stability state of dangerous rocks on railway slopes and improve the accuracy of protection along railway lines, a new method of predicting the stability of dangerous rocks on railway slopes based on PCA improved GASA-FCM model (Genetic Algorithms Simulated Annealing C-Means, GASA-FCM) is proposed. The accuracy and superiority of the model are verified based on the Luoman-Mawei section of the Qiangui line. Research conclusions: (1) Considering the slope and dangerous rock condition, physical and mechanical properties of rock body and hydrogeological conditions, a railway slope dangerous rock stability prediction index system containing 13 secondary indicators is constructed. (2) Compared with the traditional FCM model and GA-FCM model, the GASA-FCM prediction model proposed in this paper has stable convergence value and smaller mean square error. (3) The model is used in the prediction and evaluation of the stability level of dangerous rocks in the slope of the Luoman-Mawei section, and the results are fully consistent with the actual survey results, which verifies the accuracy and superiority of the model. (4) The research results can provide reference for the prediction and evaluation of the stability level of dangerous rocks along other railway projects, which is of great significance to accelerate the information management of the whole railway line.
靳春玲, 刘晶晶, 贡力, 崔文祥, 劳政昌. 基于智能算法的铁路边坡危岩稳定性预测研究*[J]. 铁道工程学报, 2023, 40(3): 8-13.
JIN Chunling, LIU Jingjing, GONG Li, CUI Wenxiang, LAO Zhengchang. Research on the Stability Prediction of Dangerous Rocks on Railway Slopes Based on Intelligent Algorithms. Journal of Railway Engineering Society, 2023, 40(3): 8-13.
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