滑坡位移预测的微宏观时空多图网络模型

IF 4.2 2区 工程技术 Q1 ENGINEERING, MULTIDISCIPLINARY
Ziqian Wang , Xiangwei Fang , Chunni Shen , Wengang Zhang , Peixi Xiong , Chao Chen , Luqi Wang
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引用次数: 0

摘要

滑坡位移的准确预测是有效防治地质灾害的关键。现有模型主要侧重于时间预测,往往忽略了滑坡复杂的时空变形特征。针对这一不足,本研究提出了一种微观-宏观时空多图网络模型(MM-STMGN),从微观-宏观角度分析滑坡变形,提高了时空融合预测性能。该模型提取内部渗流数据以增强数据集。这涉及到整合多个异构时空数据集,这些数据集结合了外部影响因素和滑坡位移的时空信息。利用多幅图,有效捕捉了滑坡变形微观尺度和区域宏观尺度空间特征的多样性,包括空间邻接性和变形格局相关性。采用层次图神经网络(hgnn)和空间注意网络对这些微观宏观空间特征进行自适应处理,时间融合变压器(TFT)动态捕获滑坡位移的全局和局部时间依赖关系。微宏融合模块进一步处理了上述多个异构数据集,实现了复杂多维时空关系下滑坡位移的准确预测。应用于三峡库区滑坡,MM-STMGN在多个评价指标(MAE、MAPE、RMSE、R²)和多个预测性能方面均优于MLP、LSTM和ST-GCN模型。烧蚀试验表明,结合微宏观变形特征和渗流因素可以显著提高滑坡位移的预测性能。研究成果为滑坡防灾减灾提供了可靠、先进的方法。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Micro-macro spatiotemporal multi-graph network model for landslide displacement prediction
The precise prediction of landslide displacement is crucial for effective geological disaster prevention and management. Existing models predominantly focus on temporal prediction, often neglecting the intricate spatiotemporal deformation characteristics of landslides. To address this gap, this study proposed a micro-macro spatiotemporal multi-graph network model (MM-STMGN) to analyze landslide deformation from micro-macro perspectives, enhancing spatiotemporal fusion prediction performance. The model extracts data on internal seepage in order to enhance the dataset. This involves integrating multiple heterogeneous spatiotemporal datasets that combine external influencing factors and spatiotemporal information on landslide displacement. By leveraging multiple graphs, it effectively captured the diversity of micro-scale and regional macro-scale spatial characteristics of landslide deformation, including spatial adjacency and deformation pattern correlations. Hierarchical Graph Neural Networks (HGNNs) and spatial attention networks were employed to adaptively process these micro-macro spatial features, while the Temporal Fusion Transformer (TFT) dynamically captured global and local temporal dependencies of landslide displacement. The micro-macro fusion module further processed aforementioned multiple heterogeneous datasets, achieving accurate prediction of landslide displacement within complex multidimensional spatiotemporal relationships. Applied to a landslide in the Three Gorges Reservoir area, MM-STMGN outperformed MLP, LSTM, and ST-GCN models across multiple evaluation metrics (MAE, MAPE, RMSE, R²) and various predictive performance aspects. Ablation experiments indicate that incorporating micro-macro deformation features and seepage factors can significantly enhance prediction performance of landslide displacement. The research findings provide a reliable and advanced approach for landslide disaster prevention and mitigation.
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来源期刊
Engineering Analysis with Boundary Elements
Engineering Analysis with Boundary Elements 工程技术-工程:综合
CiteScore
5.50
自引率
18.20%
发文量
368
审稿时长
56 days
期刊介绍: This journal is specifically dedicated to the dissemination of the latest developments of new engineering analysis techniques using boundary elements and other mesh reduction methods. Boundary element (BEM) and mesh reduction methods (MRM) are very active areas of research with the techniques being applied to solve increasingly complex problems. The journal stresses the importance of these applications as well as their computational aspects, reliability and robustness. The main criteria for publication will be the originality of the work being reported, its potential usefulness and applications of the methods to new fields. In addition to regular issues, the journal publishes a series of special issues dealing with specific areas of current research. The journal has, for many years, provided a channel of communication between academics and industrial researchers working in mesh reduction methods Fields Covered: • Boundary Element Methods (BEM) • Mesh Reduction Methods (MRM) • Meshless Methods • Integral Equations • Applications of BEM/MRM in Engineering • Numerical Methods related to BEM/MRM • Computational Techniques • Combination of Different Methods • Advanced Formulations.
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