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Open Access

Research on Hybrid Prediction Method for Displacement Intervals of Reservoir Colluvial Landslides

Ziqiang Deng1,2, Linwei Li1,2( ), Xiqiong Xiang1,2, Yiping Wu3, Fasheng Miao3
College of Resources and Environmental Engineering, Guizhou University, Guiyang 500025, P. R. China
China Key Laboratory of Karst Georesources and Environment Ministry of Education, Guizhou University, Guiyang 500025, P. R. China
Faculty of Engineering, China University of Geosciences, Wuhan 430074, P. R. China
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Abstract

A novel hybrid interval prediction method of reservoir colluvial landslides with step-like displacements is proposed to solve two significant difficulties in traditional methods, i.e., the inaccurate physical meaning of displacement components and the low computational efficiency of interval prediction models. According to the mechanism of landslides, the critical level model was adopted to establish the mathematical function to achieve the prediction of trend displacement components at first. And then, based on the trend components, the periodic displacement components were obtained by applying the time series decomposition model. After that, the Multi-Objective Grey Wolf Optimization-based Support Vector Regression model under the Upper and Lower Bound Estimation was adopted to construct the prediction interval of periodic displacements. Finally, the prediction results of trend displacement and periodic displacement components were combined to build the cumulative displacement prediction interval. Through the verification of the Baishuihe landslide case, the hybrid model has high computational efficiency and accuracy with high-quality prediction intervals.

CLC number: P642 Document code: A Article ID: 1673-0836(2025)01-0339-11

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Chinese Journal of Underground Space and Engineering
Pages 339-349

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Cite this article:
Deng Z, Li L, Xiang X, et al. Research on Hybrid Prediction Method for Displacement Intervals of Reservoir Colluvial Landslides. Chinese Journal of Underground Space and Engineering, 2025, 21(1): 339-349. https://doi.org/10.20174/j.JUSE.2025.01.37

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Received: 11 May 2024
Published: 01 February 2025
© 2025 Chinese Journal of Underground Space and Engineering

This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/).