Experimental study on Composite-type Breakwater Head Caisson Stability , JSCE
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- KUNISU Hiroshi
- Japan Port Consultant
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- TANAKA Kazuhiro
- Japan Port Consultant
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- YOSHIDA Yoshikazu
- Japan Port Consultant
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- TANAKA Kenichro
- Japan Port Consultant
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- SAKO Setsuo
- Miyazaki Prefecture
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- ARIKAWA Taro
- Port and Airport Research Institute
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- MURAKAMI Keisuke
- University of Miyazaki
Bibliographic Information
- Other Title
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- 消波工のノリ止め機能を有する堤頭部ケーソンの安定性に関する研究
- ショウハコウ ノ ノリドメ キノウ オ ユウスル テイトウブ ケーソン ノ アンテイセイ ニ カンスル ケンキュウ
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Description
A new type structure of break water head covered with wave dissipation blocks was proposed to slash the construction cost. This structure is simply to set a caisson with longer width than a trunk caisson, which can decrease the number of wave dissipation blocks by making use of the longer end-wall of the head caisson. Three dimensional hydraulics model tests were carried out to solve various technical issues regarding the stability and safety of this structure. It was clarified that the current design standard of port facilities is partially applicable to determine the structural dimension, and careful attention must be paid to the depression of crown height of wave dissipation blocks.
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) 65 (1), 811-815, 2009
Japan Society of Civil Engineers
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Details 詳細情報について
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- CRID
- 1390001205319581312
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- NII Article ID
- 130004956395
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- NII Book ID
- AN10369955
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- ISSN
- 09167897
- 18838944
- 18842399
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- NDL BIB ID
- 11235786
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- Text Lang
- en
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- Data Source
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- JaLC
- NDL Search
- Crossref
- CiNii Articles
- OpenAIRE
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- Abstract License Flag
- Disallowed