{"title":"Clustered shallow landslides triggered by heavy rainfall in May 2022 in Wuping County, Fujian Province, China","authors":"Shuangquan Li, Wenkai Feng, Xiaoyu Yi, Kan Liu, Chaoxu Guo, Xuefeng Tang, Zhongteng Wu","doi":"10.1007/s10064-025-04280-5","DOIUrl":null,"url":null,"abstract":"<div><p>Landslides triggered by extreme rainfall often cause severe casualties and property loss. A recent case in Wuping County, southeastern China, exemplifies this. Between May 22 and 27, 2022, cumulative rainfall exceeded 250 mm, with a peak hourly intensity of 61.2 mm/h, triggering 867 shallow landslides averaging 1.3 m in thickness. The spatial distribution characteristics and initiation mechanism of landslides were revealed through remote sensing analysis, field surveys, and a series of geotechnical tests. Landslides were concentrated on 30°–50° slopes, with convex slopes showing the highest frequency ratio (FR = 1.2). In contrast, landslides were rare in the due north direction, likely due to variations in solar exposure and precipitation patterns. Higher densities occurred along road-cut slopes, emphasizing human engineering influences. Sliding surfaces formed at the residual soil–weathered layer interface, where differences in composition, permeability, and shear strength played a key role. Clay minerals increased self-weight stress post-rainfall, while residual soil cohesion reduced by 36.9% upon saturation, significantly exceeding reductions in the weathered layer. Shallow landslides displayed high mobility, potentially forming landslide–debris flow chains in steep valleys, amplifying hazards. Compared to global extreme rainfall events, Wuping’s rainfall was lower but unprecedented regionally. Analysis of rainfall intensity and threshold models underscores the need for thresholds tailored to local geological conditions and denser rainfall station networks to mitigate landslide risks. This study provides a typical case of shallow landslides in granite areas, offering insights for susceptibility mapping, early warning systems, and disaster chain research.</p></div>","PeriodicalId":500,"journal":{"name":"Bulletin of Engineering Geology and the Environment","volume":"84 5","pages":""},"PeriodicalIF":3.7000,"publicationDate":"2025-05-02","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Bulletin of Engineering Geology and the Environment","FirstCategoryId":"5","ListUrlMain":"https://link.springer.com/article/10.1007/s10064-025-04280-5","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q3","JCRName":"ENGINEERING, ENVIRONMENTAL","Score":null,"Total":0}
引用次数: 0
Abstract
Landslides triggered by extreme rainfall often cause severe casualties and property loss. A recent case in Wuping County, southeastern China, exemplifies this. Between May 22 and 27, 2022, cumulative rainfall exceeded 250 mm, with a peak hourly intensity of 61.2 mm/h, triggering 867 shallow landslides averaging 1.3 m in thickness. The spatial distribution characteristics and initiation mechanism of landslides were revealed through remote sensing analysis, field surveys, and a series of geotechnical tests. Landslides were concentrated on 30°–50° slopes, with convex slopes showing the highest frequency ratio (FR = 1.2). In contrast, landslides were rare in the due north direction, likely due to variations in solar exposure and precipitation patterns. Higher densities occurred along road-cut slopes, emphasizing human engineering influences. Sliding surfaces formed at the residual soil–weathered layer interface, where differences in composition, permeability, and shear strength played a key role. Clay minerals increased self-weight stress post-rainfall, while residual soil cohesion reduced by 36.9% upon saturation, significantly exceeding reductions in the weathered layer. Shallow landslides displayed high mobility, potentially forming landslide–debris flow chains in steep valleys, amplifying hazards. Compared to global extreme rainfall events, Wuping’s rainfall was lower but unprecedented regionally. Analysis of rainfall intensity and threshold models underscores the need for thresholds tailored to local geological conditions and denser rainfall station networks to mitigate landslide risks. This study provides a typical case of shallow landslides in granite areas, offering insights for susceptibility mapping, early warning systems, and disaster chain research.
期刊介绍:
Engineering geology is defined in the statutes of the IAEG as the science devoted to the investigation, study and solution of engineering and environmental problems which may arise as the result of the interaction between geology and the works or activities of man, as well as of the prediction of and development of measures for the prevention or remediation of geological hazards. Engineering geology embraces:
• the applications/implications of the geomorphology, structural geology, and hydrogeological conditions of geological formations;
• the characterisation of the mineralogical, physico-geomechanical, chemical and hydraulic properties of all earth materials involved in construction, resource recovery and environmental change;
• the assessment of the mechanical and hydrological behaviour of soil and rock masses;
• the prediction of changes to the above properties with time;
• the determination of the parameters to be considered in the stability analysis of engineering works and earth masses.