Yabo Li, Xinli Hu, Haiyan Zhang, Hongchao Zheng, Ningjie Li
{"title":"降雨诱发崩落型滑坡位移预测及破坏机制分析","authors":"Yabo Li, Xinli Hu, Haiyan Zhang, Hongchao Zheng, Ningjie Li","doi":"10.1016/j.jhydrol.2025.133361","DOIUrl":null,"url":null,"abstract":"<div><div>Rainfall is the primary cause of colluvial landslides and constitutes approximately 80% of such events. Colluvial landslides are affected by seasonal rainfall patterns and typically exhibit progressive deformation. The causes of these landslides are complex and their destructive mechanisms cannot be controlled easily, thus resulting in catastrophic events. Accurate prediction of the displacement of rainfall-induced colluvial landslides is crucial for mitigating the associated risks. In this study, we consider the Wufeng landslide as an example to elucidate quantitative correlations between rainfall factors and deformation characteristics via the Spearman correlation analysis. Based on seven years of continuous displacement monitoring data, we develop a rainfall-induced colluvial landslide displacement prediction model using the improved complete integrated empirical mode decomposition with adaptive noise (ICEEMDAN) method and a sparrow search algorithm (SSA)-optimized long short-term memory (LSTM) neural network. Furthermore, we examine the progressive deformation mechanisms of rainfall-induced accumulation landslides based on fluid–solid coupling simulations in FLAC3D, supplemented by field investigations and deformation monitoring. The results indicate that (1) cumulative rainfall over 22 d and effective rainfall over 28 d constitute the primary triggering factors for the Wufeng landslide; (2) the ICEEMDAN-SSA-LSTM hybrid model demonstrates outstanding predictive accuracy for rainfall-induced displacement patterns, particularly in characterizing the correlation between intermittent displacements and rainfall signatures; (3) the pipe network infiltration system in the Wufeng landslide establishes preferential seepage pathways, where coupled fluid–solid interactions between infiltration pressure and anti-sliding resistance generate a distinctive “preferential flow–subduction–resistance” deformation sequence. These findings provide a theoretical basis for enhancing early warning systems for rainfall-induced colluvial landslides and offer a new perspective for analyzing water-related landslide deformations worldwide.</div></div>","PeriodicalId":362,"journal":{"name":"Journal of Hydrology","volume":"660 ","pages":"Article 133361"},"PeriodicalIF":5.9000,"publicationDate":"2025-04-24","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Displacement prediction and failure mechanism analysis of rainfall-induced colluvial landslides\",\"authors\":\"Yabo Li, Xinli Hu, Haiyan Zhang, Hongchao Zheng, Ningjie Li\",\"doi\":\"10.1016/j.jhydrol.2025.133361\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>Rainfall is the primary cause of colluvial landslides and constitutes approximately 80% of such events. Colluvial landslides are affected by seasonal rainfall patterns and typically exhibit progressive deformation. The causes of these landslides are complex and their destructive mechanisms cannot be controlled easily, thus resulting in catastrophic events. Accurate prediction of the displacement of rainfall-induced colluvial landslides is crucial for mitigating the associated risks. In this study, we consider the Wufeng landslide as an example to elucidate quantitative correlations between rainfall factors and deformation characteristics via the Spearman correlation analysis. Based on seven years of continuous displacement monitoring data, we develop a rainfall-induced colluvial landslide displacement prediction model using the improved complete integrated empirical mode decomposition with adaptive noise (ICEEMDAN) method and a sparrow search algorithm (SSA)-optimized long short-term memory (LSTM) neural network. Furthermore, we examine the progressive deformation mechanisms of rainfall-induced accumulation landslides based on fluid–solid coupling simulations in FLAC3D, supplemented by field investigations and deformation monitoring. The results indicate that (1) cumulative rainfall over 22 d and effective rainfall over 28 d constitute the primary triggering factors for the Wufeng landslide; (2) the ICEEMDAN-SSA-LSTM hybrid model demonstrates outstanding predictive accuracy for rainfall-induced displacement patterns, particularly in characterizing the correlation between intermittent displacements and rainfall signatures; (3) the pipe network infiltration system in the Wufeng landslide establishes preferential seepage pathways, where coupled fluid–solid interactions between infiltration pressure and anti-sliding resistance generate a distinctive “preferential flow–subduction–resistance” deformation sequence. These findings provide a theoretical basis for enhancing early warning systems for rainfall-induced colluvial landslides and offer a new perspective for analyzing water-related landslide deformations worldwide.</div></div>\",\"PeriodicalId\":362,\"journal\":{\"name\":\"Journal of Hydrology\",\"volume\":\"660 \",\"pages\":\"Article 133361\"},\"PeriodicalIF\":5.9000,\"publicationDate\":\"2025-04-24\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Journal of Hydrology\",\"FirstCategoryId\":\"89\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S0022169425006997\",\"RegionNum\":1,\"RegionCategory\":\"地球科学\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"ENGINEERING, CIVIL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Journal of Hydrology","FirstCategoryId":"89","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0022169425006997","RegionNum":1,"RegionCategory":"地球科学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
Displacement prediction and failure mechanism analysis of rainfall-induced colluvial landslides
Rainfall is the primary cause of colluvial landslides and constitutes approximately 80% of such events. Colluvial landslides are affected by seasonal rainfall patterns and typically exhibit progressive deformation. The causes of these landslides are complex and their destructive mechanisms cannot be controlled easily, thus resulting in catastrophic events. Accurate prediction of the displacement of rainfall-induced colluvial landslides is crucial for mitigating the associated risks. In this study, we consider the Wufeng landslide as an example to elucidate quantitative correlations between rainfall factors and deformation characteristics via the Spearman correlation analysis. Based on seven years of continuous displacement monitoring data, we develop a rainfall-induced colluvial landslide displacement prediction model using the improved complete integrated empirical mode decomposition with adaptive noise (ICEEMDAN) method and a sparrow search algorithm (SSA)-optimized long short-term memory (LSTM) neural network. Furthermore, we examine the progressive deformation mechanisms of rainfall-induced accumulation landslides based on fluid–solid coupling simulations in FLAC3D, supplemented by field investigations and deformation monitoring. The results indicate that (1) cumulative rainfall over 22 d and effective rainfall over 28 d constitute the primary triggering factors for the Wufeng landslide; (2) the ICEEMDAN-SSA-LSTM hybrid model demonstrates outstanding predictive accuracy for rainfall-induced displacement patterns, particularly in characterizing the correlation between intermittent displacements and rainfall signatures; (3) the pipe network infiltration system in the Wufeng landslide establishes preferential seepage pathways, where coupled fluid–solid interactions between infiltration pressure and anti-sliding resistance generate a distinctive “preferential flow–subduction–resistance” deformation sequence. These findings provide a theoretical basis for enhancing early warning systems for rainfall-induced colluvial landslides and offer a new perspective for analyzing water-related landslide deformations worldwide.
期刊介绍:
The Journal of Hydrology publishes original research papers and comprehensive reviews in all the subfields of the hydrological sciences including water based management and policy issues that impact on economics and society. These comprise, but are not limited to the physical, chemical, biogeochemical, stochastic and systems aspects of surface and groundwater hydrology, hydrometeorology and hydrogeology. Relevant topics incorporating the insights and methodologies of disciplines such as climatology, water resource systems, hydraulics, agrohydrology, geomorphology, soil science, instrumentation and remote sensing, civil and environmental engineering are included. Social science perspectives on hydrological problems such as resource and ecological economics, environmental sociology, psychology and behavioural science, management and policy analysis are also invited. Multi-and interdisciplinary analyses of hydrological problems are within scope. The science published in the Journal of Hydrology is relevant to catchment scales rather than exclusively to a local scale or site.