Landslide hazard analysis based on SBAS-InSAR and MCE-CNN model: a case study of Kongtong, Pingliang

被引:7
作者
Zhang, Yi [1 ]
Chen, Yangyang [2 ]
Ming, Dongping [1 ,3 ]
Zhu, Yueqin [4 ,5 ]
Ling, Xiao [1 ]
Zhang, Xinyi [1 ]
Lian, Xinyi [1 ]
机构
[1] China Univ Geosci Beijing, Sch Informat Engn, Beijing, Peoples R China
[2] China Aero Geophys Survey & Remote Sensing Ctr Na, Beijing, Peoples R China
[3] MNR China, Polytech Ctr Nat Resources Big Data, Beijing, Peoples R China
[4] Dev Res Ctr China Geol Survey, Beijing, Peoples R China
[5] MNR, Technol Innovat Ctr Geol Informat, Beijing, Peoples R China
基金
国家重点研发计划; 中国国家自然科学基金;
关键词
Landslide hazard analysis; SBAS-InSAR; convolutional neural network; remote sensing; SUSCEPTIBILITY ASSESSMENT; CHINA; COUNTY;
D O I
10.1080/10106049.2022.2136268
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
A new multi-channel expanded convolutional neural network (MCE-CNN) model was proposed for landslide hazard analysis based on 'dynamic and static' + 'internal and external' factors. Firstly, 102 landslide samples were collected in Kongtong area, of the total samples, 75% were utilized for training, and the remaining 25% were applied for validation. At the same time, 14 landslide evaluation indicators including dynamic surface deformation rate were collected. Then, the result was validated using overall accuracy (OA) and area under curve (AUC) measurements. In order to further prove the effectiveness of the proposed method, comparative experiments were designed from two aspects, different models (MCE-CNN, SVM, RF) and different factors ('dynamic and static' + 'internal and external' and only on the static 'internal and external'). The results show that the AUC results of three models (MCE-CNN, SVM, RF) based on 'dynamic and static' + 'internal and external' factors were 95.4%, 83.7%, 84.1% respectively. The AUC results of three models (MCE-CNN, RF, SVM) based only on the static 'internal and external' factors were 92.3%, 82.9% and 81.8% respectively. Therefore, the results of hazard analysis by the method proposed in this paper are more reasonable and reliable, and the proposed method has great potential in practical landslide hazard analysis.
引用
收藏
页数:22
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