Comparative study on landslide susceptibility assessment of different models: a case study of alpine mountainous region in Xinjiang

IF 4.2 2区 工程技术 Q3 ENGINEERING, ENVIRONMENTAL Bulletin of Engineering Geology and the Environment Pub Date : 2025-01-30 DOI:10.1007/s10064-025-04105-5
Jiabing Zhang, Chun Zhu, Liangfu Xie, Shuangshuang Wu, Chen Cao, Meng Wang, Shenghua Cui
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Abstract

The complex engineering geological environment and unique climatic conditions in the alpine mountains of Xinjiang breed a large number of landslide geological hazards, and the accurate landslide susceptibility assessment (LSA) is of great significance to disaster prevention and mitigation. In this paper, based on historical landslide data and field geological survey, 4262 landslides were collected and analyzed, and 12 conditioning factors such as elevation, slope angle, slope aspect, curvature, topographic relief, lithology, road network kernel density, fault kernel density, land use type, vegetation cover, and snow cover were selected and through the independence test. 70% of the landslides were randomly selected as training samples, and the susceptibility of landslides in the alpine mountainous region was evaluated and compared using single model (Normalized Frequency Ratio (NFR), Information (I), Certainty Factor (CF)) and coupled model (Normalized Frequency Ratio-Logistic Regression (NFR-LR), Information-Logistic Regression (I-LR), Certainty Factor-Logistic Regression (CF-LR)), respectively. The remaining landslides were used as test samples to evaluate the accuracy. The main results show that the frequency ratio of landslide susceptibility level increases significantly from low susceptibility zone to very high susceptibility zone. The accuracy of the coupling model is greater than that of the single model, and that of the I-LR coupling model is the highest. The mean value of the coupled model was smaller than that of the single model, while the opposite standard deviation indicated that the prediction ability of landslide susceptibility was more vital. The six models have successfully evaluated the landslide susceptibility in alpine mountainous regions.

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不同模型的滑坡易感性评价比较研究——以新疆高寒山区为例
新疆高寒山区复杂的工程地质环境和独特的气候条件孕育了大量的滑坡地质灾害,准确的滑坡易感性评价(LSA)对防灾减灾具有重要意义。本文在历史滑坡资料和野外地质调查的基础上,收集分析了4262个滑坡,选取了高程、坡角、坡向、曲率、地形起伏度、岩性、路网核密度、断层核密度、土地利用类型、植被覆盖、积雪覆盖等12个影响因素,并进行了独立性检验。随机选取70%的滑坡作为训练样本,分别采用归一化频率比(NFR)、信息(I)、确定性因子(CF)单一模型和归一化频率比-逻辑回归(NFR- lr)、信息-逻辑回归(I- lr)、确定性因子-逻辑回归(CF- lr)耦合模型对高山区滑坡易感性进行评价和比较。以剩余滑坡为试验样本,对其精度进行了评价。研究结果表明:从低易感性区到高易感性区,滑坡易感性等级频次比显著增加;耦合模型的精度大于单一模型,且I-LR耦合模型的精度最高。耦合模型的均值小于单一模型的均值,标准差相反,说明滑坡易感性的预测能力更为重要。这6个模型都成功地评价了高寒山区的滑坡易感性。
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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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