A study on Earthquake Resistance of Foundations against the flow of Liquefied Grond
| Project/Area Number |
17206049
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| Research Category |
Grant-in-Aid for Scientific Research (A)
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| Allocation Type | Single-year Grants |
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| Section | 一般 |
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| Research Field |
Structural engineering/Earthquake engineering/Maintenance management engineering
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| Research Institution | Waseda University |
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Principal Investigator |
HAMADA Masanori Waseda University, Faculty of Science and Engineering, Professor (30164916)
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| Co-Investigator(Kenkyū-buntansha) |
KIYOMIYA Osamu Waseda University, Faculty of Science and Engineering, Professor (50298139)
AKAGI Hirokazu Waseda University, Faculty of Science and Engineering, Professor (30150965)
MIURA Fusanori Yamaguchi University, Faculty of Engineering, Professor (60109072)
SATO Tadanobu Kobe Gakuin University, Institute for Interdisciplinary Education, Professor (00027294)
張 至鎬 早稲田大学, 理工学術院, 助手 (70367051)
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| Project Period (FY) |
2005 – 2007
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| Project Status |
Completed (Fiscal Year 2007)
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| Budget Amount *help |
¥32,240,000 (Direct Cost: ¥24,800,000、Indirect Cost: ¥7,440,000)
Fiscal Year 2007: ¥4,030,000 (Direct Cost: ¥3,100,000、Indirect Cost: ¥930,000)
Fiscal Year 2006: ¥13,260,000 (Direct Cost: ¥10,200,000、Indirect Cost: ¥3,060,000)
Fiscal Year 2005: ¥14,950,000 (Direct Cost: ¥11,500,000、Indirect Cost: ¥3,450,000)
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| Keywords | liquefaction / ground flow / centrifuge test / pile foundation / quaywall / 遠心載荷実験 / 耐震設計 / 基礎構造 / 杭 |
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| Research Abstract |
The characteristics of the external forces on the pile foundations from flowing liquefied soil were examined by centrifuge model experiments and numerical analyses. The following results were obtained: The liquid force, resulting from the flow of the liquefied soil is dominant when the ground completely liquefied, while the solid force resulting from the displacement of the liquefied soil was dominant when the ground was in not-perfect liquefaction. The procedure to estimate the external design force was proposed based on the experimental results.
On the other hand, the effectiveness of countermeasures to prevent the flow of the liquefied soil behind quaywalls were examined by centrifuge model tests and numerical analyses. Based on the experimental results the procedures for the estimation of design force on countermeasure walls was proposed.
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Report
(4 results)
Research Products
(31 results)
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[Presentation] 液状化土の粘性特性に関する研究2007
Author(s)
高橋祐幸, 東條紀明, 藤澤惣, 張至鎬, 濱田政則
Organizer
第62回土木学会年次講演会
Place of Presentation
広島大学
Year and Date
2007-09-14
Description
「研究成果報告書概要(和文)」より
Related Report
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[Presentation] 流動する液状化砂の抗力係数に関する考察2005
Author(s)
内田塁, 張至鎬, 濱田政則, 樋口俊一, 松田隆
Organizer
第60回土木学会年次講演会
Place of Presentation
早稲田大学
Year and Date
2005-09-09
Description
「研究成果報告書概要(和文)」より
Related Report
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