Intelligent prediction of landslide displacements based on optimized empirical mode decomposition and K-Mean clustering

被引:0
|
作者
Zhang Kai [1 ]
Zhang Ke [1 ,2 ]
Bao Rui [3 ]
Liu Xiang-hua [2 ]
Qi Fei-fei [1 ]
机构
[1] Kunming Univ Sci & Technol, Fac Elect Power Engn, Kunming 650500, Yunnan, Peoples R China
[2] Kunming Univ Sci & Technol, Fac Civil & Architectural Engn, Kunming 650500, Yunnan, Peoples R China
[3] China Nonferrous Met Ind Co Ltd, Kunming Prospecting Design Inst, Kunming 650051, Yunnan, Peoples R China
基金
中国国家自然科学基金;
关键词
landslide displacement prediction; empirical mode decomposition; soft screening stop criteria; clustering analysis; fruit fly optimization; least squares support vector machines; 3 GORGES RESERVOIR; AREA;
D O I
10.16285/j.rsm.2020.1300
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
According to the deformation characteristics of step-like landslides in the Three Gorges Reservoir area, a new method for predicting the landslide displacement is proposed. The monitoring displacements of points ZG118 and XD-01 in Baishuihe landslide are taken as example analysis. By using the empirical mode decomposition with soft screening stop criteria (SSSC-EMD), the cumulative displacement-time curves and the influencing factor time series are adaptively decomposed into multiple intrinsic mode functions (IMF). The K-Means clustering method is adopted to cluster and accumulate IMFs. The displacement components (including the trend, periodic and stochastic displacements) and the influence factor components (including high-frequency and low-frequency factors) which contain physical meanings are obtained. The trend displacements are fitted by the least square method. The periodic and stochastic displacements are predicted by combating fruit fly optimization and least squares support vector machines (FOA-LSSVM) model. Finally, the cumulative prediction displacement is found to be the addition of the three component prediction values. The results show that the proposed (SSSC-EMD)-K-Means-(FOA-LSSVM) model has the capability of predicting the displacement variation of step-like landslides. The prediction accuracy of this model is higher than those of traditional SVR and LSSVM models. Furthermore, the single factor analysis is performed by changing the length of the training, and it is positively correlated with the prediction accuracy.
引用
收藏
页码:211 / 223
页数:13
相关论文
共 34 条
  • [1] Deng DM, 2017, ROCK SOIL MECH, V38, P3660, DOI 10.16285/j.jsm.2017.12.034
  • [2] Landslide displacement prediction based on variational mode decomposition and WA-GWO-BP model
    Guo, Zizheng
    Chen, Lixia
    Gui, Lei
    Du, Juan
    Yin, Kunlong
    Hien Minh Do
    [J]. LANDSLIDES, 2020, 17 (03) : 567 - 583
  • [3] Hayashi S., 1988, J Japan Landslide Soc, V25, P11, DOI [DOI 10.3313/JLS1964.24.4_11, 10.3313/jls1964.25.311, DOI 10.3313/JLS1964.25.311]
  • [4] HUANG F M, 2016, ENVIRON EARTH SCI, V75, P173
  • [5] Step-Like Displacement Prediction of Landslide Based on Time Series Decomposition and Multivariate Chaotic Model
    Huang F.
    Yin K.
    Yang B.
    Li X.
    Liu L.
    Fu X.
    Liu X.
    [J]. Yin, Kunlong (yinkunlong@163.com), 2018, China University of Geosciences (43): : 887 - 898
  • [6] Landslide displacement prediction based on multivariate chaotic model and extreme learning machine
    Huang, Faming
    Huang, Jinsong
    Jiang, Shuihua
    Zhou, Chuangbing
    [J]. ENGINEERING GEOLOGY, 2017, 218 : 173 - 186
  • [7] The empirical mode decomposition and the Hilbert spectrum for nonlinear and non-stationary time series analysis
    Huang, NE
    Shen, Z
    Long, SR
    Wu, MLC
    Shih, HH
    Zheng, QN
    Yen, NC
    Tung, CC
    Liu, HH
    [J]. PROCEEDINGS OF THE ROYAL SOCIETY A-MATHEMATICAL PHYSICAL AND ENGINEERING SCIENCES, 1998, 454 (1971): : 903 - 995
  • [8] [姜贵敏 Jiang Guimin], 2020, [太阳能学报, Acta Energiae Solaris Sinica], V41, P77
  • [9] Displacement prediction of landslide based on generalized regression neural networks with K-fold cross-validation
    Jiang, Ping
    Chen, Jiejie
    [J]. NEUROCOMPUTING, 2016, 198 : 40 - 47
  • [10] LI Hua-jin, 2017, Chinese Journal of Rock Mechanics and Engineering, V36, P4075