Influences of non-landslide sampling strategies on landslide susceptibility mapping: a case of Tianshui city, Northwest of China

IF 4.2 2区 工程技术 Q3 ENGINEERING, ENVIRONMENTAL Bulletin of Engineering Geology and the Environment Pub Date : 2025-02-11 DOI:10.1007/s10064-025-04147-9
Chaoying Ke, Ping Sun, Shuai Zhang, Ran Li, Kangyun Sang
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Abstract

This study aims to assess the sensitivity of landslide susceptibility mapping (LSM) to various sampling strategies used for non-landslide samples. The study area is Tianshui city, Gansu province, China. Three types of landslide samples, combined with four machine learning models, resulted in a total of 12 scenarios. The receiver operating characteristic curve (ROC), landslide susceptibility index and the mapping distribution characteristics were calculated to access the influences of different sampling strategies and models. The results indicate that the low susceptibility areas sampling strategy yields the highest accuracy for the landslide susceptibility prediction model, followed by the stratified sampling from engineering geological petrofabric (EGP) strategy, and lastly, the random sampling strategy. Analyzing from the perspective of factor importance and the distribution law of landslide susceptibility index under each model, the models employing the stratified sampling from EGP strategy demonstrate greater robustness. In contrast, the models using the random sampling strategy exhibit lower precision and more randomness. In general, the coupled model exhibits strong performance, the frequency ratio coupled adaptive boosting model (FR-AB) demonstrates high sensitivity, while the other models are characterized by their generalizability and robustness. The results reveal the effects of non-landslide sampling strategies and different coupled models on the prediction performance of landslide susceptibility mapping, which provides a reference for subsequent researchers to obtain more reasonable landslide susceptibility mapping.

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非滑坡取样策略对滑坡易感性填图的影响——以天水市为例
本研究旨在评估滑坡敏感性制图(LSM)对各种非滑坡样本取样策略的敏感性。研究区域为中国甘肃省天水市。三种类型的滑坡样本,结合四种机器学习模型,总共产生了12种场景。通过计算受试者工作特征曲线(ROC)、滑坡易感性指数和测绘分布特征,了解不同采样策略和模型的影响。结果表明,低易感性区取样策略对滑坡易感性预测模型的精度最高,其次是工程地质岩组构分层取样策略,最后是随机抽样策略。从各模型下的因子重要性和滑坡易感性指数分布规律分析,采用EGP策略分层抽样的模型具有更强的稳健性。相比之下,采用随机抽样策略的模型精度较低,随机性较大。总的来说,耦合模型表现出较强的性能,频率比耦合自适应增强模型(FR-AB)表现出较高的灵敏度,而其他模型则具有通用性和鲁棒性。研究结果揭示了非滑坡取样策略和不同耦合模型对滑坡易感性填图预测性能的影响,为后续研究获得更合理的滑坡易感性填图提供参考。
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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.
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