A STUDY FOR CHARACTERISTIC OF LATERAL RESISTANCE OF FOOTING FOUNDATION WITH SHEET PILES BY STATIC LOADING TEST
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- NISHIOKA Hidetoshi
- 鉄道総合技術研究所 構造物技術研究部
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- KODA Masayuki
- 鉄道総合技術研究所 構造物技術研究部
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- TATEYAMA Masaru
- 鉄道総合技術研究所 構造物技術研究部
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- KITA Naoyuki
- 株式会社大林組 生産技術本部 都市土木技術部
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- HIRAO Junichi
- 株式会社大林組 生産技術本部 都市土木技術部
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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
Bibliographic Information
- Other Title
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- 静的模型実験によるシートパイル基礎の水平抵抗メカニズムに関する研究
Abstract
Authors proposed a sheet-pile foundation that combined sheet piles with footing. Sheet-pile foundation can be expected the reinforcement effect of constraint of the ground. Because sheet piles reinforce the inside ground of sheet piles, the sheet-pile foundation has higher seismic resistance than footing foundation.<br>In this research, a series of lateral static loading tests of sheet-pile foundation and footing foundation were conducted. The pressures of the bottom of the footing were measured, and the ground displacement was calculated by image processing system. It was found from these results that sheet-pile foundation had the improved effect of seismic resistance and settlement, and that the improved effect was demonstrated by vertical resistance of sheet piles.
Journal
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- Doboku Gakkai Ronbunshuu C
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Doboku Gakkai Ronbunshuu C 64 (2), 383-402, 2008
Japan Society of Civil Engineers
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Details 詳細情報について
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- CRID
- 1390001205255673856
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- NII Article ID
- 130004468276
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- ISSN
- 1880604X
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- Text Lang
- ja
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- Data Source
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- JaLC
- Crossref
- CiNii Articles
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- Abstract License Flag
- Disallowed