書誌事項
- タイトル別名
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- Stability of Quay Wall under Back Rush of Overflow Tsunami
- 公開日
- 2013
- DOI
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- 10.2208/kaigan.69.i_971
- 公開者
- 公益社団法人 土木学会
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説明
In this research, the stability of the quay is examined by hydraulic model experiments at the time of the back rush of overflow tsunami. As a result, by taking earth pressure in back into consideration, it makes clear that the collapse phenomenon of a quay is a slide due to water level difference between front and rear side of a quay. The value of pressure of front side, which is in contact with the rubble ground, has dispersion. This dispersion has influenced stability of a quay and it is producing variation in failure of a quay. Moreover, in order to abolish the variation in the pressure, when it verified using the front water level, it turned out that stability is verifiable to a safe side. In the range of this experiment, it is possible to verify the stability of a quay by applying this assumption.
収録刊行物
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- 土木学会論文集Ｂ２（海岸工学）
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土木学会論文集Ｂ２（海岸工学） 69 (2), I_971-I_975, 2013
公益社団法人 土木学会
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詳細情報 詳細情報について
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- CRID
- 1390001205320340992
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- NII論文ID
- 130004551232
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- ISSN
- 18838944
- 18842399
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- 本文言語コード
- ja
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- データソース種別
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- JaLC
- Crossref
- CiNii Articles
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- 抄録ライセンスフラグ
- 使用不可
