›› 2017, Vol. 38 ›› Issue (12): 3660-3669.doi: 10.16285/j.rsm.2017.12.034

• Geotechnical Engineering • Previous Articles     Next Articles

Displacement prediction method based on ensemble empirical mode decomposition and support vector machine regression— a case of landslides in Three Gorges Reservoir area

DENG Dong-mei, LIANG Ye, WANG Liang-qing, WANG Chang-shuo, SUN Zi-hao, WANG Cong, DONG Man-man   

  1. Faculty of Engineering, China University of Geosciences, Wuhan, Hubei 430074, China
  • Received:2016-11-23 Online:2017-12-11 Published:2018-06-05

Abstract: Many landslides in Three Gorges Reservoir area are featured by stepwise increasing surface displacement along the time. Responding composition model is one of the main methods for displacement prediction of landslides. Currently, high-frequency and low-frequency components of inducing factors are usually ignored. A method based on reconstruction of time series by ensemble empirical mode decomposition (EEMD) and particle swarm optimization based support vector machine regression (PSO-SVR) prediction for displacement is proposed. The typical Baishuihe landslide in Three Gorges Reservoir is taken as an example. Firstly, the monitored surface displacement time series from July 2003 to March 2013 is decomposed into trend and fluctuant components by EEMD. The trend component can be predicted using quadratic polynomial equation fitted by the least square method. With EEMD and t-test methods, rainfalls and reservoir levels time series are reconstructed into high-frequency rainfalls, low-frequency rainfalls, high-frequency reservoir levels and low-frequency reservoir levels, respectively. Combined with other common factors, high-frequency rainfalls and monthly variations of reservoir levels are selected as predominant factors for fluctuant displacement components by method of gray relational analysis (GRA). Finally, PSO-SVR is utilized for prediction purpose. Application results show that average relative error is 0.009 8, variance ratio is 0.023 9 and small error probability is 1, which demonstrate preferable effect of the proposed method. For verification and testing, 5 other typical landslides in Three Gorges Reservoir area are presented to test the effectiveness of our method, which can provide references for similar landslides.

Key words: Three Gorges Reservoir, landslide displacement prediction, inducing factors, ensemble EMD, PSO-SVR

CLC Number: 

  • TU 42

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[2] YAN Guo-qiang, YIN Yue-ping, HUANG Bo-lin, ZHANG Zhi-hua, DAI Zhen-wei, . Formation mechanism and deformation characteristics of Jinjiling landslide in Wushan, Three Gorges Reservoir region [J]. Rock and Soil Mechanics, 2019, 40(S1): 329-340.
[3] DING Wang-fei, ZHOU Yun-tao, . Fracture disintegration mechanism for quasi earthy bank slope during impounding in Three Gorges Reservoir [J]. , 2017, 38(1): 197-204.
[4] ZHOU Yun-tao. A method for calculating the stability of unstable rocks on Three Gorges Reservoir by fracture mechanics [J]. , 2016, 37(S1): 495-499.
[5] WANG Shi-chang,HUANG Bo-lin,LIU Guang-ning,CHEN Xiao-ting. Numerical simulation of tsunami due to slope failure at Gongjiafang on Three Gorges reservoir [J]. , 2015, 36(1): 212-218.
[6] ZHENG Xuan , KONG Ling-wei,. Research on anti-slide mechanism and reinforcement effects of continuous pile-plug structure [J]. , 2014, 35(9): 2616-2622.
[7] LU Shu-qiang ,YI Qing-lin ,YI Wu ,HUANG Hai-feng ,ZHANG Guo-dong , . Analysis of deformation and failure mechanism of Shuping landslide in Three Gorges reservoir area [J]. , 2014, 35(4): 1123-1130.
[8] XIAO Shi-rong , LU Shu-sheng , GUAN Hong-fei , SONG Gui-lin,. Study of geomechanical model of Liangshuijing landslide in Three Gorges Reservoir area [J]. , 2013, 34(12): 3534-3542.
[9] LU Tao, WANG Kong-wei, LI Jian-lin. Study of failure mode of sandstone under reservoir water pressures [J]. , 2011, 32(S1): 413-0418.
[10] LI Yuan-yao, YIN Kun-long, CHAI Bo, ZHANG Gui-rong. Study on statistical rule of shear strength parameters of soil in landslide zone in Three Gorges Reservoir area [J]. , 2008, 29(5): 1419-1424.
[11] LI Wei-shu, DING Xiu-li, Wu Ai-qing, XIONG Shi-hu. Shear strength degeneration of soil and rock mixture in Three Gorges Reservoir bank slopes under influence of impounding [J]. , 2007, 28(7): 1338-1342.
[12] XIAO Shi-rong , LIU De-fu , HU Zhi-yu . Study on geomechanical model of Qianjiangping landslide, Three Gorges Reservoir [J]. , 2007, 28(7): 1459-1464.
[13] LI Wei-shu, WU Ai-qing, DING Xiu-li. Study on influencing factors of shear strength parameters of slide zone clay in Three Gorges Reservoir area [J]. , 2006, 27(1): 56-60.
[14] RONG Guan , ZHOU Chuang-bing , ZHU Huan-chun , LIU You-rong,. Research on fissures network of jointed rock masses in one section of Three Gorges Reservoir [J]. , 2004, 25(7): 1122-1126.
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