首页|How do the landslide and non-landslide sampling strategies impact landslide susceptibility assessment?—A catchment-scale case study from China

How do the landslide and non-landslide sampling strategies impact landslide susceptibility assessment?—A catchment-scale case study from China

扫码查看
The aim of this study is to investigate the impacts of the sampling strategy of landslide and non-landslide on the performance of landslide susceptibility assessment(LSA).The study area is the Feiyun catchment in Wenzhou City,Southeast China.Two types of landslides samples,combined with seven non-landslide sampling strategies,resulted in a total of 14 scenarios.The corresponding landslide susceptibility map(LSM)for each scenario was generated using the random forest model.The receiver operating charac-teristic(ROC)curve and statistical indicators were calculated and used to assess the impact of the dataset sampling strategy.The results showed that higher accuracies were achieved when using the landslide core as positive samples,combined with non-landslide sampling from the very low zone or buffer zone.The results reveal the influence of landslide and non-landslide sampling strategies on the accuracy of LSA,which provides a reference for subsequent researchers aiming to obtain a more reasonable LSM.

Landslide susceptibilitySampling strategyMachine learningRandom forestChina

Zizheng Guo、Bixia Tian、Yuhang Zhu、Jun He、Taili Zhang

展开 >

School of Civil and Transportation Engineering,Hebei University of Technology,Tianjin,300401,China

Hebei Key Laboratory of Earthquake Disaster Prevention and Risk Assessment,Sanhe,065201,China

Faculty of Engineering,China University of Geosciences,Wuhan,430074,China

Nanjing Center,China Geological Survey,Ministry of Natural Resources,Nanjing,210016,China

展开 >

National Natural Science Foundation of ChinaNatural Science Foundation of Hebei ProvinceGraduated Student Innovation Funding Project of Hebei Province

42307248D2022202005CXZZSS2024007

2024

岩石力学与岩土工程学报(英文版)
中国科学院武汉岩土力学所中国岩石力学与工程学会武汉大学

岩石力学与岩土工程学报(英文版)

CSTPCD
影响因子:0.404
ISSN:1674-7755
年,卷(期):2024.16(3)
  • 79