Experimental Study on Scour behind Seawall due to Tsunami Overflow
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- ARIKAWA Taro
- (独法)港湾空港技術研究所
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- IKEDA Tsuyoshi
- (株)日本港湾コンサルタント
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- KUBOTA Koichiro
- (独法)港湾空港技術研究所
Bibliographic Information
- Other Title
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- 越流による直立型堤防背後の洗掘量に関する研究
- エツリュウ ニ ヨル チョクリツガタ テイボウ ハイゴ ノ センクツリョウ ニ カンスル ケンキュウ
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Description
Many breakwaters were damaged by the Great East Japan Earthquake of March 11, 2011. Many of these were destroyed under tsunami overflow. Some results of researches indicated that in the case where scouring of the foundation had occurred, the safety factors for bearing capacity failure declined to less than in a case where the foundation part was not scoured. But, the relation between the overflow and scouring depth had not been clarified. In this study, the scouring depth due to tsunami overflow was investigated by using the physical model tests. Results pointed out that the scouring depth can be evaluated by the scale of vortex due to overflow.
Journal
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- Journal of Japan Society of Civil Engineers, Ser. B2 (Coastal Engineering)
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Journal of Japan Society of Civil Engineers, Ser. B2 (Coastal Engineering) 70 (2), I_926-I_930, 2014
Japan Society of Civil Engineers
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Details 詳細情報について
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- CRID
- 1390001205321410944
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- NII Article ID
- 130004707011
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- NII Book ID
- AA12508551
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- ISSN
- 18838944
- 18842399
- http://id.crossref.org/issn/18838944
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- NDL BIB ID
- 025933208
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- Text Lang
- ja
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- Data Source
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- JaLC
- NDL Search
- Crossref
- CiNii Articles
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- Abstract License Flag
- Disallowed