砂防学会誌
Online ISSN : 2187-4654
Print ISSN : 0286-8385
ISSN-L : 0286-8385
報文
起伏量を用いた地震による崩壊危険度と規模の評価
武澤 永純内田 太郎石塚 忠範本間 信一小林 容子宮島 昌克
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2013 年 65 巻 6 号 p. 22-29

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It is considered that the extent of damage due to the sediment-related disaster induced landslides were influenced the scale of landslide. Meanwhile, the Scale of landslide was controlled by scale of slope. So, we investigated relationship between slope relief and scale of landslide using 3871 landslides data due to the Iwate and Miyagi inland earthquake in 2008. And we were identified 3871 landslides by two types of sediment movement. At result, landslide susceptibility was confirmed by using slope relief. Also, in the landslide area ranges from 100-1,000 m2 to 5,000-50,000 m2, the window size indicating the highest landslide mesh ratio is 3×3 in most cases. In the range of 10,000-100,000 m2 on both types of sediment movement, however, the window size of 5×5 when the cover ratio is about 0.5 to 0.7 indicates the highest landslide mesh ratio. The assessing of landslide susceptibility to earthquake using slope relief is not influenced by types of sediment movement.
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© 2013 社団法人砂防学会
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