Engineering Performances of Suiken Dike Certified as a Heritage Site by Wakayama Prefecture
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- MIZUTANI Natsuki
- Osaka Sangyo University
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- Sasaki Kouji
- Wakayama Prifecture
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- Kanaoka Masanobu
- Osaka Sangyo University
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- Matsuo Nao
- Osaka Sangyo University
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- Tamano Tomio
- Osaka Sangyo University
Bibliographic Information
- Other Title
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- 和歌山県指定史跡水軒堤防の工学的機能性に関する研究
- ワカヤマケン シテイ シセキ スイケン テイボウ ノ コウガクテキ キノウセイ ニ カンスル ケンキュウ
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Abstract
This paper describes the engineering performances of Suiken Dike certified as a heritage site by Wakayama Prefecture. The dike was constructed by using excellent construction techniques in Edo period. Especially, the main part of the dike is covered with many rectangular solid stones like a stone wall of a Japanese castle. The soil part is attached with the stone part. However, a functional role of this composite structure is unknown. We carried out the FEM analyses to study interactive effects between these two parts against wave forces as a coastal dike. A Tsunami wave force and a violent wave force due to a typhoon were used as an external force. It was clarified that the soil part effectively functioned to restrain the stone part rotating to the back side.
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) 66 (1), 881-885, 2010
Japan Society of Civil Engineers
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Details 詳細情報について
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- CRID
- 1390282680297812480
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- NII Article ID
- 130004956698
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- NII Book ID
- AA12508551
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- ISSN
- 18838944
- 18842399
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- NDL BIB ID
- 11235433
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- Text Lang
- en
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- Data Source
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- JaLC
- NDL
- Crossref
- CiNii Articles
- KAKEN
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- Abstract License Flag
- Disallowed