書誌事項
- タイトル別名
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- ANALYTICAL STUDIES ON COST EFFECTIVE COUNTERMEASURES AGAINST DISPLACEMENT OF PILED BRIDGE ABUTMENT ON SOFT GROUND
抄録
This paper presents analytical studies on effective countermeasures against actual piled bridge abutment constructed on thick soft clay ground. After 13 years from the construction, unloading of embankment with the use of EPS (Expanded Poly-Styrol) was unavoidable to prevent further damage to surroundings. The effects of unloading timing was varied in the first stage of the analyses, then the applicability of FCB was studied by varying the unloading timing and area. Based on the assumed scenario of each countermeasure, effective countermeasures in terms of cost performance were discussed.
収録刊行物
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- 土木学会論文集C
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土木学会論文集C 62 (3), 605-622, 2006
公益社団法人 土木学会
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キーワード
詳細情報 詳細情報について
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- CRID
- 1390001205254732544
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- NII論文ID
- 130004468158
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- ISSN
- 1880604X
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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