土木学会論文集B1(水工学)
Online ISSN : 2185-467X
ISSN-L : 2185-467X
水工学論文集第59巻
津波脆弱性海岸における盛土構造体による津波対策工評価のための数値実験,―平野部用盛土構造体形式の検討と道路埋設型閉口式津波防災丘陵の数値実験―
細山田 得三金子 大二郎大竹 剛史
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2015 年 71 巻 4 号 p. I_1363-I_1368

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A series of numerical experiments were carried out to estimate Tsunami prevention effects in Tsunami vulnerable coast, due to the embankment-structures. The objective of the study area is the Shonan coast and Kamakura city, which is an example of Tsunami vulnerable coastal area. The house damage distribution is estimated based on the wooden house ratio in the simulation area. In 18 experimental cases (6 for incident water level and 3 for bathymetry chart), prevention effect is remarkable for the largest-ever level of incident water elevation. However, the prevention effect is limited for tremendously high incident wave level. The more effective forms of the embankment-structure are examined.
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