Semi-quantitative risk assessment: From rainfall-induced landslides to the risk of persons in buildings

IF 4.2 2区 工程技术 Q3 ENGINEERING, ENVIRONMENTAL
Ho-Hong-Duy Nguyen, Chang-Ho Song, Yun-Tae Kim
{"title":"Semi-quantitative risk assessment: From rainfall-induced landslides to the risk of persons in buildings","authors":"Ho-Hong-Duy Nguyen,&nbsp;Chang-Ho Song,&nbsp;Yun-Tae Kim","doi":"10.1007/s10064-025-04420-x","DOIUrl":null,"url":null,"abstract":"<div><p>Landslides pose a significant threat to persons in structures, open spaces, and vehicles. However, the assessment of risk for persons in buildings (PsIBs) remains primarily challenged. This study introduced a novel framework to evaluate PsIBs risk under various rainfall scenarios. First, potential landslide sources were identified by multiplying temporal and spatial probabilities. Temporal probability was determined using a physics-based model and Monte Carlo simulation, while spatial probability was estimated using a convolutional neural network (CNN) trained on landslide samples selected through conditioned Latin hypercube sampling (CLHS). Second, the risk to buildings and PsIBs were estimated from a semi-quantitative approach. Lastly, an integrated risk index was formulated by combining the risk indices for buildings and persons therein. The framework was validated using data from the 2014 landslide event at Mt. Abusan in Hiroshima, Japan. The results show that the generated sample of the landslide inventory closely matched the real 2014 inventory in terms of slope distribution, soil depth, geology, and profile curvature. The area under the receiver operating characteristic curve (AUC) for temporal, spatial and hazard probability maps is reliable in assessing landslide risk with 68.8%, 82.5%, and 75.0%, respectively. The landslide risk from the 2014 event aligned with the predicted risk for a 100-year return period. These findings suggest that the proposed framework is a reliable tool for assessing and mitigating landslide risk, applicable in regions with or without existing landslide inventories.</p></div>","PeriodicalId":500,"journal":{"name":"Bulletin of Engineering Geology and the Environment","volume":"84 9","pages":""},"PeriodicalIF":4.2000,"publicationDate":"2025-09-01","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/s10064-025-04420-x","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 pose a significant threat to persons in structures, open spaces, and vehicles. However, the assessment of risk for persons in buildings (PsIBs) remains primarily challenged. This study introduced a novel framework to evaluate PsIBs risk under various rainfall scenarios. First, potential landslide sources were identified by multiplying temporal and spatial probabilities. Temporal probability was determined using a physics-based model and Monte Carlo simulation, while spatial probability was estimated using a convolutional neural network (CNN) trained on landslide samples selected through conditioned Latin hypercube sampling (CLHS). Second, the risk to buildings and PsIBs were estimated from a semi-quantitative approach. Lastly, an integrated risk index was formulated by combining the risk indices for buildings and persons therein. The framework was validated using data from the 2014 landslide event at Mt. Abusan in Hiroshima, Japan. The results show that the generated sample of the landslide inventory closely matched the real 2014 inventory in terms of slope distribution, soil depth, geology, and profile curvature. The area under the receiver operating characteristic curve (AUC) for temporal, spatial and hazard probability maps is reliable in assessing landslide risk with 68.8%, 82.5%, and 75.0%, respectively. The landslide risk from the 2014 event aligned with the predicted risk for a 100-year return period. These findings suggest that the proposed framework is a reliable tool for assessing and mitigating landslide risk, applicable in regions with or without existing landslide inventories.

半定量风险评估:从降雨引起的山体滑坡到建筑物内人员的风险
山体滑坡对建筑物、空地和车辆中的人员构成重大威胁。然而,对建筑物内人员(psib)的风险评估仍然是主要的挑战。本研究引入了一个新的框架来评估不同降雨情景下PsIBs的风险。首先,通过时间概率和空间概率相乘,确定潜在滑坡源。使用基于物理的模型和蒙特卡罗模拟确定时间概率,而使用卷积神经网络(CNN)对通过条件拉丁超立方采样(CLHS)选择的滑坡样本进行训练来估计空间概率。其次,从半定量的方法估计建筑物和psib的风险。最后,将建筑物风险指数与建筑物中的人员风险指数相结合,形成综合风险指数。该框架使用2014年日本广岛阿布山山体滑坡事件的数据进行了验证。结果表明,生成的滑坡清单样本在坡度分布、土层深度、地质情况和剖面曲率等方面与2014年实际清单基本吻合。时序图、空间图和灾害概率图的接收者工作特征曲线下面积(AUC)在评估滑坡风险方面的可靠性分别为68.8%、82.5%和75.0%。2014年山体滑坡的风险与预测的100年重现期的风险一致。这些发现表明,拟议的框架是评估和减轻滑坡风险的可靠工具,适用于有或没有现有滑坡库存的地区。
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:604180095
Book学术官方微信