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    Deformation Prediction of High Slopes Based on MEEMD-PE-ARIMA Modeling

    Source: Journal of Structural Design and Construction Practice:;2025:;Volume ( 030 ):;issue: 002::page 04025019-1
    Author:
    Qingda Duan
    ,
    Liyuan Peng
    ,
    Liu Yang
    DOI: 10.1061/JSDCCC.SCENG-1635
    Publisher: American Society of Civil Engineers
    Abstract: High slopes are susceptible to weathering, groundwater, rainfall, and other natural factors, resulting in landslides easily occurring on originally stable high slopes. Constructing a reasonable and accurate prediction model for high slopes is equally important to avoid similar accidents, in addition to improving the existing monitoring system. A high slope deformation prediction method based on modified ensemble empirical mode decomposition (MEEMD), permutation entropy (PE), and autoregressive integrated moving average model (ARIMA) is proposed that aims at the characteristics of high slope deformation data, such as multinoise, randomness, and nonstationarity. First, the deformation data are decomposed by MEEMD, and the arrangement entropy value of each component is calculated separately. The components with an entropy value greater than 0.6 are excluded, and those less than 0.6 are reconstructed, to achieve noise elimination; then, the ARIMA model is utilized for the prediction of each component that meets the conditions. Finally, the prediction results of each component are reconstructed to achieve the prediction of the high slope deformation data. The results show that the algorithm can better obtain the actual deformation curve of the high slope and is an immediate method for the prediction of high slope deformation.
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      Deformation Prediction of High Slopes Based on MEEMD-PE-ARIMA Modeling

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4310048
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    contributor authorQingda Duan
    contributor authorLiyuan Peng
    contributor authorLiu Yang
    date accessioned2026-02-16T22:00:03Z
    date available2026-02-16T22:00:03Z
    date copyright2025/05/01
    date issued2025
    identifier otherJSDCCC.SCENG-1635.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4310048
    description abstractHigh slopes are susceptible to weathering, groundwater, rainfall, and other natural factors, resulting in landslides easily occurring on originally stable high slopes. Constructing a reasonable and accurate prediction model for high slopes is equally important to avoid similar accidents, in addition to improving the existing monitoring system. A high slope deformation prediction method based on modified ensemble empirical mode decomposition (MEEMD), permutation entropy (PE), and autoregressive integrated moving average model (ARIMA) is proposed that aims at the characteristics of high slope deformation data, such as multinoise, randomness, and nonstationarity. First, the deformation data are decomposed by MEEMD, and the arrangement entropy value of each component is calculated separately. The components with an entropy value greater than 0.6 are excluded, and those less than 0.6 are reconstructed, to achieve noise elimination; then, the ARIMA model is utilized for the prediction of each component that meets the conditions. Finally, the prediction results of each component are reconstructed to achieve the prediction of the high slope deformation data. The results show that the algorithm can better obtain the actual deformation curve of the high slope and is an immediate method for the prediction of high slope deformation.
    publisherAmerican Society of Civil Engineers
    titleDeformation Prediction of High Slopes Based on MEEMD-PE-ARIMA Modeling
    typeJournal Article
    journal volume30
    journal issue2
    journal titleJournal of Structural Design and Construction Practice
    identifier doi10.1061/JSDCCC.SCENG-1635
    journal fristpage04025019-1
    journal lastpage04025019-11
    page11
    treeJournal of Structural Design and Construction Practice:;2025:;Volume ( 030 ):;issue: 002
    contenttypeFulltext
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