Evaluating the uncertainty in landslide susceptibility prediction: effect of spatial data variability and evaluation unit choices

IF 3.7 2区 工程技术 Q3 ENGINEERING, ENVIRONMENTAL
Shengwu Qin, Jiasheng Cao, Jingyu Yao, Chaobiao Zhang, Renchao Zhang, Yangyang Zhao
{"title":"Evaluating the uncertainty in landslide susceptibility prediction: effect of spatial data variability and evaluation unit choices","authors":"Shengwu Qin,&nbsp;Jiasheng Cao,&nbsp;Jingyu Yao,&nbsp;Chaobiao Zhang,&nbsp;Renchao Zhang,&nbsp;Yangyang Zhao","doi":"10.1007/s10064-025-04180-8","DOIUrl":null,"url":null,"abstract":"<div><p>Traditional landslide susceptibility mapping (LSM) typically employs a point sampling approach, which may neglect the variability of spatial data and the selection of evaluation units, thereby introducing uncertainty into landslide susceptibility predictions. Specifically, when compared to the actual boundary shapes of landslides, simple spatial locations are inadequate for capturing the full spectrum of complex information present in the geological environment, and the correlation between grid units and real-world terrain conditions is not sufficiently close. Addressing these issues, this study focuses on Yongji County as a case study and the spatial coordinates and morphological boundaries of landslides served as input variables for the spatial data, with CatBoost (CB) and Random Forest (RF) algorithms employed for training the predictive models. Subsequently, grid units, slope units and topographic units were selected as mapping units. Ultimately, this study employs analytical techniques such as the Receiver Operating Characteristic (ROC) curve and the analysis of Landslide Susceptibility Indexes (LSI) distributions to assess detailed quantification of uncertainty and precision that results from the selection of spatial datasets and evaluation units. The results indicate that utilizing landslide boundary shapes with higher reliability and precision as input variables significantly enhances the overall accuracy of LSM predictions compared to those based on spatial positions, concurrently diminishing the uncertainty associated with the predictive outcomes; across diverse scenarios, the model that combines slope units with landslide boundary shapes achieves the highest precision.</p></div>","PeriodicalId":500,"journal":{"name":"Bulletin of Engineering Geology and the Environment","volume":"84 3","pages":""},"PeriodicalIF":3.7000,"publicationDate":"2025-02-28","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/s10064-025-04180-8","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

Traditional landslide susceptibility mapping (LSM) typically employs a point sampling approach, which may neglect the variability of spatial data and the selection of evaluation units, thereby introducing uncertainty into landslide susceptibility predictions. Specifically, when compared to the actual boundary shapes of landslides, simple spatial locations are inadequate for capturing the full spectrum of complex information present in the geological environment, and the correlation between grid units and real-world terrain conditions is not sufficiently close. Addressing these issues, this study focuses on Yongji County as a case study and the spatial coordinates and morphological boundaries of landslides served as input variables for the spatial data, with CatBoost (CB) and Random Forest (RF) algorithms employed for training the predictive models. Subsequently, grid units, slope units and topographic units were selected as mapping units. Ultimately, this study employs analytical techniques such as the Receiver Operating Characteristic (ROC) curve and the analysis of Landslide Susceptibility Indexes (LSI) distributions to assess detailed quantification of uncertainty and precision that results from the selection of spatial datasets and evaluation units. The results indicate that utilizing landslide boundary shapes with higher reliability and precision as input variables significantly enhances the overall accuracy of LSM predictions compared to those based on spatial positions, concurrently diminishing the uncertainty associated with the predictive outcomes; across diverse scenarios, the model that combines slope units with landslide boundary shapes achieves the highest precision.

滑坡易感性预测的不确定性评价:空间数据变异性和评价单元选择的影响
传统的滑坡易感性填图通常采用点抽样方法,忽略了空间数据的可变性和评价单元的选择,从而给滑坡易感性预测带来了不确定性。具体而言,与滑坡的实际边界形状相比,简单的空间位置不足以捕获地质环境中存在的全部复杂信息,网格单元与现实地形条件之间的相关性不够紧密。为了解决这些问题,本研究以永吉县为例,将滑坡的空间坐标和形态边界作为空间数据的输入变量,采用CatBoost (CB)和Random Forest (RF)算法对预测模型进行训练。随后,选择栅格单元、坡度单元和地形单元作为制图单元。最后,本研究采用了接受者工作特征(ROC)曲线和滑坡敏感性指数(LSI)分布分析等分析技术,对空间数据集和评估单元的选择所产生的不确定性和精度进行了详细的量化评估。结果表明,与基于空间位置的预测相比,利用可靠性和精度更高的滑坡边界形状作为输入变量显著提高了LSM预测的整体精度,同时减少了与预测结果相关的不确定性;在不同的场景下,结合边坡单元和滑坡边界形状的模型达到了最高的精度。
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