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.
引用
收藏
页码:73 / 86
页数:14
相关论文
共 65 条
  • [51] SEED HB, 1979, GEOTECHNIQUE, V29, P213
  • [52] Shedlock KM, 2011, SEISMOLOGICAL RES LE, V71, P679
  • [53] Terzaghi K., 1950, APPL GEOL ENG PRACT, VAm, P83, DOI [DOI 10.1130/BERKEY.1950.83, 10.1130/Berkey.1950.83]
  • [54] Travasarou T, 2003, INFORMAL NOTE, V32, P1
  • [55] Vanmarcke EH, 2005, INT J ROCK MECH MIN, V15, P49
  • [56] Varnes D.J, 1984, NAT HAZARDS, V3, P61
  • [57] Veregin H, 2008, CARTOGR GEOGR INF SC, V24, P67
  • [58] Parametric models for 3D topographic amplification of ground motions considering subsurface soils
    Wang, Gang
    Du, Chunyang
    Huang, Duruo
    Jin, Feng
    Roo, Raymond C. H.
    Kwan, Julian S. H.
    [J]. SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2018, 115 : 41 - 54
  • [59] Quantifying DEM uncertainty and its effect on topographic parameters
    Wechsler, Suzanne P.
    Kroll, Charles N.
    [J]. PHOTOGRAMMETRIC ENGINEERING AND REMOTE SENSING, 2006, 72 (09) : 1081 - 1090
  • [60] Wechsler Suzanne Perlitsh, 1999, P ESRI USER C, P1081