Shaoqiang Meng , Zhenming Shi , Gang Li , Michel Jaboyedoff , Thomas Glade
{"title":"基于机器学习的水库滑坡触发机制数据挖掘及位移突发状态失效时间预测","authors":"Shaoqiang Meng , Zhenming Shi , Gang Li , Michel Jaboyedoff , Thomas Glade","doi":"10.1016/j.ijrmms.2025.106234","DOIUrl":null,"url":null,"abstract":"<div><div>Reservoir landslides, driven by rainfall and water level fluctuations, exhibit step-like displacements, posing significant geotechnical risks. This study employs machine learning and data mining to elucidate deformation mechanisms and predict failure times during sudden displacement states, enhancing disaster mitigation. Using GPS displacement data from three profiles, we quantify factors influencing front, middle, and rear-edge displacements in reservoir landslides. An interpretable interval prediction model, refined by Markov Chain Monte Carlo (MCMC) Bayesian updating, ensures robust failure time estimates. Results indicate that front-edge displacements are primarily triggered by water level fluctuations, with rapid drawdowns exceeding 8 m amplifying deformation under low-intensity rainfall. Middle and rear-edge displacements arise from combined rainfall and water level effects. SHAP analysis reveals rainfall's direct influence and water level's indirect role via rainfall interactions, with current-month (a5) and two-month (a7) water level changes driving short- and long-term displacement patterns, respectively. The CEEMDAN-TTAO-BiGRU model delivers high-accuracy predictions for periodic and total displacements, yielding narrow 95 % confidence intervals. Seven onset of acceleration (OOA) points, identified via the MACD indicator, show six with prediction errors ≤1 month. MCMC-based Bayesian updating estimates a mean failure time of 29.95 months (95 % CI: [28.38, 31.52] months), advancing landslide monitoring and early warning systems. This study offers scientific insights into reservoir landslide deformation by combining interpretable AI with physical-process understanding, and provides an engineering tool for accurate failure prediction to support intelligent monitoring and early warning.</div></div>","PeriodicalId":54941,"journal":{"name":"International Journal of Rock Mechanics and Mining Sciences","volume":"194 ","pages":"Article 106234"},"PeriodicalIF":7.5000,"publicationDate":"2025-08-16","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Machine learning-based data mining of reservoir landslide triggering mechanisms and failure time prediction for displacement sudden state\",\"authors\":\"Shaoqiang Meng , Zhenming Shi , Gang Li , Michel Jaboyedoff , Thomas Glade\",\"doi\":\"10.1016/j.ijrmms.2025.106234\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>Reservoir landslides, driven by rainfall and water level fluctuations, exhibit step-like displacements, posing significant geotechnical risks. This study employs machine learning and data mining to elucidate deformation mechanisms and predict failure times during sudden displacement states, enhancing disaster mitigation. Using GPS displacement data from three profiles, we quantify factors influencing front, middle, and rear-edge displacements in reservoir landslides. An interpretable interval prediction model, refined by Markov Chain Monte Carlo (MCMC) Bayesian updating, ensures robust failure time estimates. Results indicate that front-edge displacements are primarily triggered by water level fluctuations, with rapid drawdowns exceeding 8 m amplifying deformation under low-intensity rainfall. Middle and rear-edge displacements arise from combined rainfall and water level effects. SHAP analysis reveals rainfall's direct influence and water level's indirect role via rainfall interactions, with current-month (a5) and two-month (a7) water level changes driving short- and long-term displacement patterns, respectively. The CEEMDAN-TTAO-BiGRU model delivers high-accuracy predictions for periodic and total displacements, yielding narrow 95 % confidence intervals. Seven onset of acceleration (OOA) points, identified via the MACD indicator, show six with prediction errors ≤1 month. MCMC-based Bayesian updating estimates a mean failure time of 29.95 months (95 % CI: [28.38, 31.52] months), advancing landslide monitoring and early warning systems. This study offers scientific insights into reservoir landslide deformation by combining interpretable AI with physical-process understanding, and provides an engineering tool for accurate failure prediction to support intelligent monitoring and early warning.</div></div>\",\"PeriodicalId\":54941,\"journal\":{\"name\":\"International Journal of Rock Mechanics and Mining Sciences\",\"volume\":\"194 \",\"pages\":\"Article 106234\"},\"PeriodicalIF\":7.5000,\"publicationDate\":\"2025-08-16\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"International Journal of Rock Mechanics and Mining Sciences\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S1365160925002114\",\"RegionNum\":1,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"ENGINEERING, GEOLOGICAL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"International Journal of Rock Mechanics and Mining Sciences","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S1365160925002114","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, GEOLOGICAL","Score":null,"Total":0}
Machine learning-based data mining of reservoir landslide triggering mechanisms and failure time prediction for displacement sudden state
Reservoir landslides, driven by rainfall and water level fluctuations, exhibit step-like displacements, posing significant geotechnical risks. This study employs machine learning and data mining to elucidate deformation mechanisms and predict failure times during sudden displacement states, enhancing disaster mitigation. Using GPS displacement data from three profiles, we quantify factors influencing front, middle, and rear-edge displacements in reservoir landslides. An interpretable interval prediction model, refined by Markov Chain Monte Carlo (MCMC) Bayesian updating, ensures robust failure time estimates. Results indicate that front-edge displacements are primarily triggered by water level fluctuations, with rapid drawdowns exceeding 8 m amplifying deformation under low-intensity rainfall. Middle and rear-edge displacements arise from combined rainfall and water level effects. SHAP analysis reveals rainfall's direct influence and water level's indirect role via rainfall interactions, with current-month (a5) and two-month (a7) water level changes driving short- and long-term displacement patterns, respectively. The CEEMDAN-TTAO-BiGRU model delivers high-accuracy predictions for periodic and total displacements, yielding narrow 95 % confidence intervals. Seven onset of acceleration (OOA) points, identified via the MACD indicator, show six with prediction errors ≤1 month. MCMC-based Bayesian updating estimates a mean failure time of 29.95 months (95 % CI: [28.38, 31.52] months), advancing landslide monitoring and early warning systems. This study offers scientific insights into reservoir landslide deformation by combining interpretable AI with physical-process understanding, and provides an engineering tool for accurate failure prediction to support intelligent monitoring and early warning.
期刊介绍:
The International Journal of Rock Mechanics and Mining Sciences focuses on original research, new developments, site measurements, and case studies within the fields of rock mechanics and rock engineering. Serving as an international platform, it showcases high-quality papers addressing rock mechanics and the application of its principles and techniques in mining and civil engineering projects situated on or within rock masses. These projects encompass a wide range, including slopes, open-pit mines, quarries, shafts, tunnels, caverns, underground mines, metro systems, dams, hydro-electric stations, geothermal energy, petroleum engineering, and radioactive waste disposal. The journal welcomes submissions on various topics, with particular interest in theoretical advancements, analytical and numerical methods, rock testing, site investigation, and case studies.