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タイトル
和文:斜面災害のリスクアナリシスに関する一考察 
英文: 
著者
和文: 陳 光斉, 善 功企, 吉田 一亮, 笠間 清伸, 吉沢 光三.  
英文: 陳 光斉, 善 功企, 吉田 一亮, Kiyonobu Kasama, 吉沢 光三.  
言語 Japanese 
掲載誌/書名
和文:土と基礎 = Soil mechanics and foundation engineering 
英文: 
巻, 号, ページ Vol. 51    No. 10    pp. 24-26
出版年月 2003年9月 
出版者
和文:地盤工学会 
英文: 
会議名称
和文: 
英文: 
開催地
和文: 
英文: 
アブストラクト The method for landslide risk analysis has been discussed. The procedures of frequency analysis are proposed for earthquake induced landslide. The new concept of 'critical line' makes Monte Carlo simulation more effective. Since how to estimate the travel distance, velocity and volume distribution of debris from landslide is the key problems in consequence analysis, a very effective numerical method called Discontinuous Deformation Analysis simulation has been proposed and applied to a practical example. The results from DDA simulations are quite in agreement with those observed from the past landslide occurred in the same place. Therefore, the proposed way for risk analysis of earthquake induced landslide can be expected to be put into practical use.

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