Landslide susceptibility methodology for railway planning: a comparative analysis of statistical and machine learning methods in a case study of Marche region, Italy

IF 5.5 2区 工程技术 Q1 ENGINEERING, CIVIL
Rodolfo Rani , Marco Sciarra , Stefano Rodani , Gianluca Benedetti , Matteo Berti
{"title":"Landslide susceptibility methodology for railway planning: a comparative analysis of statistical and machine learning methods in a case study of Marche region, Italy","authors":"Rodolfo Rani ,&nbsp;Marco Sciarra ,&nbsp;Stefano Rodani ,&nbsp;Gianluca Benedetti ,&nbsp;Matteo Berti","doi":"10.1016/j.trgeo.2025.101731","DOIUrl":null,"url":null,"abstract":"<div><div>Landslides pose serious risks to infrastructure, particularly railways, due to their rigid construction and essential transport role. Susceptibility mapping is a valuable tool during the feasibility phase of railway projects, helping identify high-risk areas and inform mitigation strategies. However, effective application requires both reliable classification of landslide types and robust reclassification methods for clear communication with stakeholders. This study presents a comprehensive workflow for landslide susceptibility mapping, combining Weight of Evidence (WoE) and a Generalized Additive Model with boosting (GAMB). We generated separate susceptibility maps for five landslide types and evaluated them using AUROC metrics. The maps were merged into an overall susceptibility map using a complementary probability approach, which also allowed assessment of each type’s sensitivity to the overall susceptibility. To improve threshold reliability, we implemented an ensemble reclassification method using six approaches and applied the statistical mode to define more objective class boundaries. Visualizations of susceptibility along the railway route and its adjacent sides were developed for practical application. The methodology was applied to a 22 km planned railway section in the Marche region (Italy). Results revealed high spatial variability: rockfall types showed the highest accuracy (AUC = 0.94 WoE, 0.98 GAMB), while slides performed poorest. GAMB consistently outperformed WoE in reliability and smoothness of results. Finally, a comparison with EGMS ground motion data showed no significant correlation (R2 ≈ 0.1), underscoring the temporal disconnect between long-term susceptibility and short-term ground deformation.</div></div>","PeriodicalId":56013,"journal":{"name":"Transportation Geotechnics","volume":"56 ","pages":"Article 101731"},"PeriodicalIF":5.5000,"publicationDate":"2025-09-21","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Transportation Geotechnics","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S2214391225002508","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
引用次数: 0

Abstract

Landslides pose serious risks to infrastructure, particularly railways, due to their rigid construction and essential transport role. Susceptibility mapping is a valuable tool during the feasibility phase of railway projects, helping identify high-risk areas and inform mitigation strategies. However, effective application requires both reliable classification of landslide types and robust reclassification methods for clear communication with stakeholders. This study presents a comprehensive workflow for landslide susceptibility mapping, combining Weight of Evidence (WoE) and a Generalized Additive Model with boosting (GAMB). We generated separate susceptibility maps for five landslide types and evaluated them using AUROC metrics. The maps were merged into an overall susceptibility map using a complementary probability approach, which also allowed assessment of each type’s sensitivity to the overall susceptibility. To improve threshold reliability, we implemented an ensemble reclassification method using six approaches and applied the statistical mode to define more objective class boundaries. Visualizations of susceptibility along the railway route and its adjacent sides were developed for practical application. The methodology was applied to a 22 km planned railway section in the Marche region (Italy). Results revealed high spatial variability: rockfall types showed the highest accuracy (AUC = 0.94 WoE, 0.98 GAMB), while slides performed poorest. GAMB consistently outperformed WoE in reliability and smoothness of results. Finally, a comparison with EGMS ground motion data showed no significant correlation (R2 ≈ 0.1), underscoring the temporal disconnect between long-term susceptibility and short-term ground deformation.
滑坡易感性的铁路规划方法:统计和机器学习方法在意大利马尔凯地区的案例研究的比较分析
由于铁路的刚性结构和重要的运输作用,山体滑坡对基础设施,特别是铁路构成了严重的风险。易感性绘图是铁路项目可行性阶段的一项宝贵工具,有助于确定高风险地区并为减灾战略提供信息。然而,有效的应用需要可靠的滑坡类型分类和稳健的重新分类方法,以便与利益相关者进行清晰的沟通。本研究提出了一种综合的滑坡易感性制图工作流程,结合了证据权(WoE)和广义加性模型(GAMB)。我们为五种滑坡类型生成了单独的敏感性图,并使用AUROC指标对其进行了评估。使用互补概率方法将这些地图合并成总体易感性图,这也允许评估每种类型对总体易感性的敏感性。为了提高阈值可靠性,我们实现了一种采用六种方法的集成重分类方法,并应用统计模式定义了更客观的类边界。为了实际应用,开发了铁路沿线及其邻近地区的易感性可视化。该方法应用于马尔凯地区(意大利)22公里的规划铁路段。结果显示出较高的空间变异性:岩崩类型的准确度最高(AUC = 0.94 WoE, 0.98 GAMB),而滑块的准确度最差。GAMB在结果的可靠性和平滑性方面始终优于WoE。最后,与EGMS地面运动数据的比较显示没有显著相关性(R2≈0.1),强调了长期敏感性和短期地面变形之间的时间脱节。
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
Transportation Geotechnics
Transportation Geotechnics Social Sciences-Transportation
CiteScore
8.10
自引率
11.30%
发文量
194
审稿时长
51 days
期刊介绍: Transportation Geotechnics is a journal dedicated to publishing high-quality, theoretical, and applied papers that cover all facets of geotechnics for transportation infrastructure such as roads, highways, railways, underground railways, airfields, and waterways. The journal places a special emphasis on case studies that present original work relevant to the sustainable construction of transportation infrastructure. The scope of topics it addresses includes the geotechnical properties of geomaterials for sustainable and rational design and construction, the behavior of compacted and stabilized geomaterials, the use of geosynthetics and reinforcement in constructed layers and interlayers, ground improvement and slope stability for transportation infrastructures, compaction technology and management, maintenance technology, the impact of climate, embankments for highways and high-speed trains, transition zones, dredging, underwater geotechnics for infrastructure purposes, and the modeling of multi-layered structures and supporting ground under dynamic and repeated loads.
×
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