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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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