吉林大学学报(工学版) ›› 2012, Vol. 42 ›› Issue (增刊1): 193-197.

• 论文 • 上一篇    下一篇

基于时间序列的边坡位移实时预测方法

刘寒冰, 李国恒, 谭国金, 孙晏一   

  1. 吉林大学 交通学院,长春 130022
  • 收稿日期:2011-12-30 出版日期:2012-09-01 发布日期:2012-09-01
  • 通讯作者: 谭国金(1981-),男,讲师,博士.研究方向:道桥结构动态优化理论及应用.E-mail:tgj@jlu.edu.cn E-mail:tgj@jlu.edu.cn
  • 作者简介:刘寒冰(1957-),男,教授,博士生导师.研究方向:道桥结构动态优化理论及应用.E-mail:lhb@jlu.edu.cn
  • 基金资助:

    "863"国家高技术研究发展计划项目(2009AA11Z104).

Real-time prediction method of slop displacement based on time series analysis

LIU Han-bing, LI Guo-heng, TAN Guo-jin, SUN Yan-yi   

  1. College of Transportation, Jilin University, Chanchun 130022, China
  • Received:2011-12-30 Online:2012-09-01 Published:2012-09-01

摘要: 为了随时掌握边坡的变形情况,准确分析并预测边坡位移的变化趋势,确保边坡稳定可靠,基于时间序列方法,并结合以往的边坡位移监测数据,建立了边坡变形趋势的预测模型。提出了一种基于时间序列的边坡位移实时预测方法。以长春市地铁西客站监测为例,验证了本文方法的可行性。研究结果可以为边坡的稳定性分析提供一种新思路。

关键词: 道路工程, 时间序列, 边坡变形, 位移监测, 实时预测

Abstract: In order to monitor the slope deformation at any time, accurately analyze and predict the trend of slop displacement deformation accurately, and ensure slope stability and reliability, a prediction model of the slope deformation trend was proposed based on time series methods and combined with the previous slope displacement monitoring data. Real-time prediction method of slop displacement based on time series was proposed. The feasibility of this method was verified after testing it on the metro west railway station in Changchun. The results can provide a new idea for slope stability analysis.

Key words: road engineering, time series, slop deformation, displacement monitoring, real-time prediction

中图分类号: 

  • U416.1
[1] 文海家,张永兴,柳源. 滑坡预报国内外研究动态及发展趋势[J].中国地质灾害与防治学报,2004,15(1):1-4. Wen Hai-jia, Zhang Yong-xing, Liu Yuan. A home and abroad investigative-tendency of landslide forecast[J]. The Chinese Journal of Geological Hazard and Control, 2004,15(1):1-4.

[2] 单新建,叶洪,李焯芬. 基于环境因子AI-GIS方法的天然滑坡危险性预测——以香港大屿岛为例[J]. 地质科技情报,2004,23(3):109-112. Shan Xin-jian, Ye Hong, Li Zhuo-fen. Prediction of regional landslide danger areas using ai-gis based on environment factors:an example of lantau island,hongkong[J]. Geological Science and Technology Information, 2004,23(3):109-112.

[3] 刘小伟,刘高,谌文武. 降雨对边坡变形破坏影响的综合分析[J]. 岩石力学与工程学报,2003,22(增刊2):2715-2718. Liu Xiao-wei, Liu Gao, Zhan Wen-wu. Analysis on rainfall influence on slope deformation and failure[J]. Chinese Journal of Rock Mechanics and Engineering, 2003,22(Sup.2):2715-2718.

[4] 方建瑞,许志雄,庄晓莹. 三维边坡稳定弹塑性有限元分析与评价[J]. 岩土力学,2008,29(10):2667-2672. Fang Jian-rui, Xu Zhi-xiong, Zhuang Xiao-ying. Appraisal and analysis of three-dimensional slope stability based on elastoplastic FEM[J]. Rock and Soil Mechanics, 2008,29(10):2667-2672.

[5] 杨健,王玉杰,陈祖煜. 三维极限分析方法在恰甫其海水利工程边坡稳定分析中的应用[J]. 水利学报,2003(11):102-105. Yang Jian, Wang Yu-jie, Chen Zu-yu. Application of 3-D limit analysis method in slope stability analysis[J]. Journal of Hydraulic Engineering, 2003(11):102-105.

[6] 刘耀儒,黄跃群,杨强,等. 基于变形加固理论的岩土边坡稳定和加固分析[J]. 岩土力学,2011,32(11):3350-3354. Liu Yao-ru, Huang Yue-qun, Yang Qiang, et al. Stability and reinforcement analysis of rock and soil slope based on deformation reinforcement theory[J]. Rock and Soil Mechanics,2011,32(11):3350-3354.

[7] 高玮,冯夏庭. 基于灰色-进化神经网络的滑坡变形预测研究[J]. 岩土力学,2004,25(4):514-517. Gao Wei, Feng Xia-ting. Study on displacement predication of landslide based on grey system and evolutionary neural network[J]. Rock and Soil Mechanics, 2004,25(4):514-517.

[8] 黄志全,崔江利,刘汉东. 边坡稳定性预测的混沌神经网络方法[J]. 岩石力学与工程学报,2004,23(22):3808-3812. Huang Zhi-quan, Cui Jiang-li, Liu Han-dong. Chaotic neural network method for slope stability prediction[J]. Chinese Journal of Rock Mechanics and Engineering, 2004,23(22):3808-3812.

[9] 谭国金,王龙林,程永春. 基于灰色系统理论的寒冷地区斜拉桥索力状态预测方法[J]. 吉林大学学报:工学版,2011,41(增刊2):170-173. Tan Guo-jin, Wang Long-lin, Cheng Yong-chun. Prediction method for cable tension state of cable-stayed bridges based on grey system theory in cold areas[J]. Journal of Jilin University(Engineering and Technology Edition), 2011,41(Sup.2):170-173.

[10] 蒋刚,林鲁生,刘祖德,等. 边坡变形的灰色预测模型[J]. 岩土力学,2000,21(3):244-246. Jiang Gang, Lin Lu-sheng, Liu Zu-de,et al. Prediction grey model for slope displacement[J]. Rock and Soil Mechanics, 2000,21(3):244-246.

[11] Brockwell P J, Davis R A. Introduction to Time Series and Forecasting[M]. Second Edition. New York: Springer-Ver-lag, 2002.

[12] 欧进萍,何林,肖仪清. 基于ARMA模型和自由振动提取技术的海洋平台结构参数识别[J]. 应用数学和力学,2003,24(4):398-404. Ou Jin-ping, He Lin, Xiao Yi-qing. Parameters identification in offshore platform using ARMA model and technology of extracting free vibration signal[J]. Applied Mathematics and Mechanics, 2003,24(4):398-404.

[13] Li Song-chen, Zhang Shi-ying. Cointegration research ofageneral vertor ARFIMA model based on independent components analysis[J]. Acta Scientiarum Naturalium University Nankaiensis,2007,40(5): 40-45.
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