Incorporating the effects of topographic amplification and sliding areas in the modeling of earthquake-induced landslide hazards, using the cumulative displacement method

被引:21
作者
Peng, Wen-Fei [1 ]
Wang, Chein-Lee [1 ]
Chen, Shih-Tsu [1 ]
Lee, Shing-Tsz [1 ]
机构
[1] Natl Cheng Kung Univ, Dept Resources Engn, Tainan 701, Taiwan
关键词
Seismic hazards; Newmark's method; Topographic effect; Runout behavior; Landslides; Earthquakes; UMBRIA-MARCHE; GROUND MOTION; AVALANCHES;
D O I
10.1016/j.cageo.2008.09.007
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
A procedure that considers topographic effects and runout behavior is proposed for analyzing seismic landslide hazards. The theoretical topographic amplification factors and corresponding amplified ground motion are calculated. By using the amplified motion, a cumulative displacement map is generated through the Newmark's displacement method. The high displacement areas are defined as the source areas of landslides. A runout simulation that identifies sliding routes and the final deposition areas of the sliding material from these source areas is performed. Finally, the complete set of landslide zones, including source, and sliding and deposition areas, is predicted. The landslide hazard maps of the Mt. Baishiya region, Nantou, Taiwan are evaluated, and the maps of actual landslides triggered by the September 21st, 1999, Chi-Chi earthquake are compared with the prediction. The results show that the proposed procedure, which combines topographic effects and runout simulation, can generate more accurate predictions for seismic landslide hazard analysis. However, this slight improvement over the procedure that only considers topographic effects is within the uncertainty levels of the input parameters. This slight improvement is obtained by a relatively complex and time-consuming procedure, and further research is required towards evaluating the viability of the proposed model when topographic effects cannot be neglected. Crown Copyright (C) 2008 Published by Elsevier Ltd. All rights reserved.
引用
收藏
页码:946 / 966
页数:21
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