EXPERIMENTAL STUDY ON THE SEISMIC PERFORMANCE OF THE SHEET-PILE FOUNDATION
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- HIGUCHI Shunichi
- 株式会社大林組 技術研究所 構造技術研究部
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- TANAKA Koichi
- 株式会社大林組 技術研究所 構造技術研究部
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- KODA Masayuki
- （財）鉄道総合技術研究所 構造物技術研究部
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- NISHIOKA Hidetoshi
- （財）鉄道総合技術研究所 構造物技術研究部
Bibliographic Information
- Other Title
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- シートパイル基礎の耐震性能に関する実験的研究
Abstract
A new bridge foundation named “Sheet-pile foundation” is proposed. Sheet-pile foundation consists of a footing and sheet piles surrounding the footing. By installing sheet piles into the ground around the footing and connecting together, both overturning and sliding resistance of the foundation against the seismic action will be increased. This technique can be applied as the seismic retrofit method of foundations as well. In this study, the seismic performance of the sheet-pile foundation is experimentally investigated. 2 series of shaking table tests under the centrifugal gravity were performed, with utilizing model foundations with 5m square footing as the prototype.
Journal
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- Doboku Gakkai Ronbunshuu A
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Doboku Gakkai Ronbunshuu A 64 (4), 665-677, 2008
Japan Society of Civil Engineers
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Details 詳細情報について
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- CRID
- 1390001205255039488
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- NII Article ID
- 130004467134
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- ISSN
- 18806023
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- Data Source
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- JaLC
- Crossref
- CiNii Articles
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- Abstract License Flag
- Disallowed