MODEL EXPERIMENTS ON FAILURE OF SAND BED BENEATH A STRUCTURE SUBJECTED TO CYCLIC LOADING AND ITS COUNTERMEASURE
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- KAWAMURA Shima
- JAPAN SOCIETY OF CIVIL ENGINEERS
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- MIURA Seiichi
- 北海道大学大学院 工学研究科
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- YOKOHAMA Shoji
- JAPAN SOCIETY OF CIVIL ENGINEERS
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- MIYAURA Masahiro
- JAPAN SOCIETY OF CIVIL ENGINEERS
Bibliographic Information
- Other Title
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- 繰返し力を受ける構造物支持地盤の破壊とその防止策に関する実験
- クリカエシリョク オ ウケル コウゾウブツ シジ ジバン ノ ハカイ ト ソノ ボウシサク ニ カンスル ジッケン
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Abstract
In order to clarify the mechanical behavior of a sand bed beneath a structure subjected to cyclic loadings such as wave forces, a series of model tests were performed under several loading conditions. It was found that 1) the failure of the ground beneath a structure on model tests becomes a progressive flow failure, 2) the formation of side walls on a model structure and the installing of sheet piles have advantageous as the countermeasure against the sand flow failure and 3) these prevention effects depend strongly on the structure shapes of side walls and location of sheet piles.
Journal
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- Doboku Gakkai Ronbunshu
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Doboku Gakkai Ronbunshu 1999 (624), 77-89, 1999-06-21
Japan Society of Civil Engineers
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Details 詳細情報について
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- CRID
- 1390282680285420544
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- NII Article ID
- 10002530750
- 130003983285
- 120003989325
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- NII Book ID
- AN10014020
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- ISSN
- 18827187
- 02897806
- http://id.crossref.org/issn/02897806
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- HANDLE
- 10258/964
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- NDL BIB ID
- 4787752
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- Data Source
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- JaLC
- IRDB
- NDL
- Crossref
- CiNii Articles
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- Abstract License Flag
- Disallowed