書誌事項
- タイトル別名
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- EFFECTS OF THE BACK-FILLING TO THE STABILITY OF A CAISSON
抄録
The back-filling improves the stability of a caisson used for breakwater against wave force. But, the extent of the improvement of the stability is affected by the interaction among the back-filling and the caisson and the foundation. A series of the model loading experiments was carried out to clarify the effects of the interaction to the stability. In this series of experiments, horizontal static load was applied to the model caisson having back-filling. Sliding failure surface was estimated from the deformation of rubble mound and back-filling. Passive earth pressure by back-filling calculated by wedge theory was compared with the experimental results. New stability evaluation method considering circular arc failure mode was developed and evaluated its validity. Followings are main conclusions in this research; 1) Increment of stability of a caisson against wave force can be estimated from wedge theory. 2) Both sliding and bearing capacity stability were considered in one time using newly developed evaluation method considering circular arc failure mode.
収録刊行物
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- 土木学会論文集C（地圏工学）
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土木学会論文集C（地圏工学） 67 (4), 474-487, 2011
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
- 1390282680333064832
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- NII論文ID
- 130004559361
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- BIBCODE
- 2011JSCGE..67..474K
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- ISSN
- 21856516
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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