Clustered shallow landslides triggered by heavy rainfall in May 2022 in Wuping County, Fujian Province, China

IF 3.7 2区 工程技术 Q3 ENGINEERING, ENVIRONMENTAL
Shuangquan Li, Wenkai Feng, Xiaoyu Yi, Kan Liu, Chaoxu Guo, Xuefeng Tang, Zhongteng Wu
{"title":"Clustered shallow landslides triggered by heavy rainfall in May 2022 in Wuping County, Fujian Province, China","authors":"Shuangquan Li,&nbsp;Wenkai Feng,&nbsp;Xiaoyu Yi,&nbsp;Kan Liu,&nbsp;Chaoxu Guo,&nbsp;Xuefeng Tang,&nbsp;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.

2022年5月,中国福建省武平县强降雨引发聚集性浅层滑坡
极端降雨引发的山体滑坡经常造成严重的人员伤亡和财产损失。最近发生在中国东南部武平县的一个案例就是例证。2022年5月22日至27日,累计降雨量超过250 mm,峰值小时强度为61.2 mm/h,引发平均厚度为1.3 m的浅层滑坡867处。通过遥感分析、野外调查和一系列岩土工程试验,揭示了滑坡的空间分布特征和发生机制。滑坡集中在30°~ 50°的斜坡上,凸坡的频率比最高(FR = 1.2)。相比之下,山体滑坡在正北方向很少发生,可能是由于太阳照射和降水模式的变化。沿着道路切割的斜坡出现了较高的密度,强调了人类工程的影响。残余土-风化层界面形成滑动面,其组成、渗透性和抗剪强度的差异起关键作用。粘土矿物增加了降雨后的自重应力,饱和后残余土黏聚力降低了36.9%,明显超过风化层的降低幅度。浅层滑坡表现出高流动性,可能在陡峭的山谷中形成滑坡-泥石流链,加大了危险性。与全球极端降水事件相比,武平降水偏少,但区域性罕见。对降雨强度和阈值模型的分析强调,需要根据当地地质条件和更密集的雨量站网络定制阈值,以减轻滑坡风险。该研究提供了花岗岩地区浅层滑坡的典型案例,为易感性制图、预警系统和灾害链研究提供了见解。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
求助全文
约1分钟内获得全文 求助全文
来源期刊
Bulletin of Engineering Geology and the Environment
Bulletin of Engineering Geology and the Environment 工程技术-地球科学综合
CiteScore
7.10
自引率
11.90%
发文量
445
审稿时长
4.1 months
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.
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
确定
请完成安全验证×
copy
已复制链接
快去分享给好友吧!
我知道了
右上角分享
点击右上角分享
0
联系我们:info@booksci.cn Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。 Copyright © 2023 布克学术 All rights reserved.
京ICP备2023020795号-1
ghs 京公网安备 11010802042870号
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术官方微信