Highly seismic-resistant new type bridge taking advantage ofgeosynthetic-reinoforced soil
Project/Area Number |
20360215
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Research Category |
Grant-in-Aid for Scientific Research (B)
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Allocation Type | Single-year Grants |
Section | 一般 |
Research Field |
Geotechnical engineering
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Research Institution | Tokyo University of Science |
Principal Investigator |
TATSUOKA Fumio Tokyo University of Science, 理工学部・土木工学科, 教授 (70111565)
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Co-Investigator(Kenkyū-buntansha) |
TSUKAMOTO Yoshimichi 東京理科大学, 理工学部・土木工学科, 准授 (50253505)
清田 隆 東京理科大学, 理工学部・土木工学科, 助教 (70431814)
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Project Period (FY) |
2008 – 2010
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Project Status |
Completed (Fiscal Year 2010)
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Budget Amount *help |
¥18,460,000 (Direct Cost: ¥14,200,000、Indirect Cost: ¥4,260,000)
Fiscal Year 2010: ¥3,770,000 (Direct Cost: ¥2,900,000、Indirect Cost: ¥870,000)
Fiscal Year 2009: ¥3,640,000 (Direct Cost: ¥2,800,000、Indirect Cost: ¥840,000)
Fiscal Year 2008: ¥11,050,000 (Direct Cost: ¥8,500,000、Indirect Cost: ¥2,550,000)
|
Keywords | 新形式一体橋梁 / ジオシンセティックス補強盛土 / 地震時安定性 / 振動台実験 / 模型実験 / 橋桁の温度伸縮 / 盛土の受働土圧 / 盛土の主働崩壊 |
Research Abstract |
The conventional type bridge, which comprises a girder supported with a pair of cantilever-type abutments via shoes and unreinforced backfill, tends to be massive while the seismic stability is relative low and the long-term maintenance cost is relatively high. To alleviate these problems, a new type bridge (called GRS integral bridge) is proposed. The new type bridge comprises a continuous girder integrated to a pair of abutments without using shoes while the backfill is reinforced with a geosynthetic reinforcement connected to the abutment. By performing a series of model static and dynamic loading tests and numerical analysis, it is confirmed that this new type bridge is much more cost-effective exhibiting substantially higher seismic stability, long-term higher performance and higher constructability than the conventional type bridge.
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Report
(4 results)
Research Products
(32 results)
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[Journal Article] Development of a new bridge type, GRS integral bridge2010
Author(s)
Tatsuoka, F., Nishikiori, H., Soma, R., Hirakawa, D., Kiyota, T., Tateyama, M., Watanabe, K.
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Journal Title
Proc.9^<th> International Conference on Geosynthetics
Volume: 4
Pages: 1659-1664
Related Report
Peer Reviewed
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[Journal Article] Closure to Discussion on "A new type of integral bridge comprising geosynthetic-reinforced soil walls2010
Author(s)
Tatsuoka, F., Hirakawa, D., Nojiri, M., Aizawa, H., Nishikiori, H., Soma, R., Tateyama, M., Watanabe, K.
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Journal Title
Gesynthtetics International
Volume: 17
Pages: 1-12
Related Report
Peer Reviewed
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[Journal Article] GRS一体橋梁の特徴と開発経緯2009
Author(s)
龍岡文夫、舘山勝、平川大貴、渡辺健治、清田隆
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Journal Title
Geosyntethics Engineering Journal, IGS Japanese Chapter 16巻
Pages: 205-210
NAID
Related Report
Peer Reviewed
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[Journal Article] New direction of earth reinforcement-Disaster prevention for earth fill dam-2009
Author(s)
Mohri, Y., Matsushima, K., Yamazaki, S., Lohani, T.N., Tatsuoka, F., Tanaka, T.
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Journal Title
Gesynthtetics International 16
Pages: 246-273
Related Report
Peer Reviewed
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[Journal Article] A new type integral bridge comprising geosynthetic-reinforced soil walls2009
Author(s)
Tatsuoka, F., Hirakawa, D., Nojiri, M., Aizawa, H., Nishikiori, H., Soma, R., Tateyama, M., Watanabe, K.
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Journal Title
Gesynthtetics International 16
Pages: 301-326
Related Report
Peer Reviewed
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[Journal Article] 盛土をジオセル補強した一体橋梁の地震時安定性
Author(s)
黒田哲也,相馬亮一,Munoz Henry,太田準一郎,清田隆,原田道幸,龍岡文夫
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Journal Title
Geosyntethics Engineering Journal, IGS Japanese Chapter 25巻
Pages: 147-152
NAID
Related Report
Peer Reviewed
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[Presentation] GRS-体橋梁の特徴と開発経緯2009
Author(s)
龍岡文夫, 舘山勝, 平川大貴, 渡辺健治, 清田隆
Organizer
国際ジオシンセティックス学会日本支部第24回ジオシンセティックスシンポジウム
Place of Presentation
東京、地盤工学会館
Year and Date
2009-12-04
Related Report
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