書誌事項
- タイトル別名
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- CENTRIFUGAL MODEL TESTS ON LATERAL BEARING CAPACITY OF EXISTING CAISSON FOUNDATION REINFORCED BY STEEL PIPE SHEET PILES
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説明
Steel pipe sheet pile reinforcement method for existing caisson foundation in water, which is driving SPSP around caisson foundation and connecting between SPSP and caisson at the top, is proposed. This method is constructed in practical, but effect of reinforcement and SPSP load ratios, which refers to the total load transmitted from caisson to SPSP reinforcement divided by the total load applied on the SPSP reinforced caisson, is not understood. It is thought that these factors are influenced by caisson-SPSP connection condition and flexural rigidity ratios of caisson to the SPSP and bearing layer's condition. To make these influence clear and recommend easy, cheap and effective construction method, centrifugal tests on these factor are conducted.
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 (1), 191-200, 2006
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
- 1390282680232543232
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- NII論文ID
- 10019319552
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- NII書誌ID
- AA12131726
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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
