›› 2016, Vol. 37 ›› Issue (S2): 552-560.doi: 10.16285/j.rsm.2016.S2.070

• Geotechnical Engineering • Previous Articles     Next Articles

Displacement prediction of landslide in Three Gorges Reservoir area based on H-P filter, ARIMA and VAR models

MENG Meng1, 2, CHEN Zhi-qiang3, HUANG Da1, 2, ZENG Bin2, CHEN Ci-jin4   

  1. 1. State Key Laboratory of Coal Mine Disaster Dynamics and Control, Chongqing University, Chongqing 400044, China; 2. College of Civil Engineering, Chongqing University, Chongqing 400045, China; 3. No.107 Team of Chongqing Geology Exploring Bureau, Chongqing 401120, China; 4. Geological Disaster Control Center of Wushan County, Chongqing 404700, China
  • Received:2016-04-01 Online:2016-11-11 Published:2018-06-09
  • Supported by:
    This work was supported by the National Natural Science Foundation of China (41472245), Chongqing Administration of Land, Resources and Housing (CQGT-KJ-2014049), and the Fundamental Research Funds for the Central Universities (106112016CDJZR208804).

Abstract: Landslide displacement in Three Gorges Reservoir area is of periodicity due to water level change, rainfall and so on. Based on the time series analysis, landslide displacement can be divided into the trend displacement reflecting the long-term trend of landslide, which is the response of geologic structure; and the periodic displacement reflecting the volatility of landslide, which is mainly affected by external factors such as rainfall. Taking Taping landslide in Three Gorges Reservoir area for example and considering the influences of water level change and rainfall, the trend displacement and periodic displacement are evaluated by Hodrick-Prescott (H-P) filter forecasting method. Difference auto-regressive integrated moving average (DARIMA) model is utilized to smooth the curve of trend displacement, and then compute the predicted value of trend displacement. Vector auto-regressive (VAR) model is used to predict the periodic displacement. The overall predicted displacement is obtained by adding the predicted values of trend displacement and periodic displacement, which is compared with the monitoring displacement and one predicted by other forecasting methods. The results show that the predicted displacements by this proposed method are in better agreement with the monitoring data; the proposed comprehensive model can better reflect the trend and volatility of landslide displacement.

Key words: landslide, displacement prediction, time series, H-P filter method, auto-regressive integrated moving average (ARIMA) model, vector auto-regressive (VAR) model

CLC Number: 

  • P 642.22
[1] GUO Jian, CHEN Jian, HU Yang. Time series prediction for deformation of the metro foundation pit based on wavelet intelligence model [J]. Rock and Soil Mechanics, 2020, 41(S1): 299-304.
[2] DU Wen-jie, SHENG Qian, FU Xiao-dong, TANG Hua, CHEN He, DU Yu-xiang, ZHOU Yong-qiang. Dynamic stability analysis and failure mechanism of Yanyang village landslide under earthquake [J]. Rock and Soil Mechanics, 2020, 41(7): 2461-2469.
[3] JIAN Wen-bin, HUANG Cong-hui, LUO Yang-hua, NIE Wen. Experimental study on wetting front migration induced by rainfall infiltration in unsaturated eluvial and residual soil [J]. Rock and Soil Mechanics, 2020, 41(4): 1123-1133.
[4] HAN Dong-dong, MEN Yu-ming, HU Zhao-jiang. Experimental study of anti-sliding mechanism and force of lattice anchor in soil landslide [J]. Rock and Soil Mechanics, 2020, 41(4): 1189-1194.
[5] HUANG Xiao-hu, YI Wu, HUANG Hai-feng, DENG Yong-huang. Study and application of the relationship between preferential flow penetration and slope deformation [J]. Rock and Soil Mechanics, 2020, 41(4): 1396-1403.
[6] TANG Ming-gao, LI Song-lin, XU Qiang, GONG Zheng-feng, ZHU Quan, WEI Yong. Study of deformation characteristics of reservoir landslide based on centrifugal model test [J]. Rock and Soil Mechanics, 2020, 41(3): 755-764.
[7] CHEN He, ZHANG Yu-fang, ZHANG Xin-min, WEI Shao-wei, . Full-scale model experiments on anti-sliding characteristics of high-pressure grouting steel-tube micropiles [J]. Rock and Soil Mechanics, 2020, 41(2): 428-436.
[8] YU Yi-fan, WANG Ping, WANG Hui-juan, XU Shu-ya, GUO Hai-tao, . Physical model test of seismic dynamic response to accumulative landslide [J]. Rock and Soil Mechanics, 2019, 40(S1): 172-180.
[9] 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.
[10] HUANG Xiao-hu, LEI De-xin, XIA Jun-bao, YI Wu, ZHANG Peng, . Forecast analysis and application of stepwise deformation of landslide induced by rainfall [J]. Rock and Soil Mechanics, 2019, 40(9): 3585-3592.
[11] DENG Mao-lin, YI Qing-lin, HAN Bei, ZHOU Jian, LI Zhuo-jun, ZHANG Fu-ling, . Analysis of surface deformation law of Muyubao landslide in Three Gorges reservoir area [J]. Rock and Soil Mechanics, 2019, 40(8): 3145-3152.
[12] YUGuo, XIE Mo-wen, HU Qing-zhong, JIN Yu-peng, . A method for calculating the three-dimensional landslide speed of reservoir bank based on GIS [J]. Rock and Soil Mechanics, 2019, 40(7): 2781-2788.
[13] ZHAO Jiu-bin, LIU Yuan-xue, LIU Na, HU Ming, . Spatial prediction method of regional landslide based on distributed bp neural network algorithm under massive monitoring data [J]. Rock and Soil Mechanics, 2019, 40(7): 2866-2872.
[14] WANG Xiang-nan, LI Quan-ming, YU Yu-zhen, YU Jia-lin, LÜ He, . Simulation of the failure process of landslides based on extended finite element method [J]. Rock and Soil Mechanics, 2019, 40(6): 2435-2442.
[15] YANG Zong-ji, CAI Huan, LEI Xiao-qin, WANG Li-yong, DING Peng-peng, QIAO Jian-ping, . Experiment on hydro-mechanical behavior of unsaturated gravelly soil slope [J]. Rock and Soil Mechanics, 2019, 40(5): 1869-1880.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!