Rainfall-Earthquake-Induced Landslide Hazard Prediction by Monte Carlo Simulation: A Case Study of MT. Umyeon in Korea

被引:2
作者
Nguyen, Vinh Ba-Quang [1 ]
Kim, Yun-Tae [1 ]
机构
[1] Pukyong Natl Univ, Dept Ocean Engn, Busan 48513, South Korea
基金
新加坡国家研究基金会;
关键词
Landslide hazard; Rainfall; Earthquake; Pseudo-static; Newmark displacement; Monte Carlo simulation; DIGITAL ELEVATION MODEL; GIS APPLICATION; SLOPE; UNCERTAINTY; STABILITY;
D O I
10.1007/s12205-020-0963-8
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Rainfall and earthquakes are two major triggers for landslides. To assess annual rainfall-earthquake-induced landslide hazards, an ensemble model containing three modules: an uncertainty-analysis module, a simulation module and an output module was proposed. In the uncertainty-analysis module, the input parameters including the topography (slope, curvature), soil depth, rainfall, peak ground acceleration and soil physical properties were considered probabilistic rather than taking specific values. A rainfall-earthquake-induced landslide hazard assessment was carried out in the simulation module, which used two separate methods: a pseudo-static model and a Newmark displacement model based on probabilistic data, which were prepared in the uncertainty-analysis module using the Monte Carlo simulation technique. In the output module, the two landslide hazard evaluations were combined into one map. The combined landslide hazard provides a range of annual probabilities of landslide occurrence corresponding to specific confidence levels. The proposed model can be used for reliable forecasting at specific confidence levels.
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页码:73 / 86
页数:14
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