Enhancement of seismic design of foundations including liquefaction-induced damage evaluation, remediation and restoration of wooden houses
Project/Area Number |
25289181
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Research Category |
Grant-in-Aid for Scientific Research (B)
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Allocation Type | Partial Multi-year Fund |
Section | 一般 |
Research Field |
Building structures/Materials
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Research Institution | Tokyo Institute of Technology |
Principal Investigator |
Tokimatsu Kohji 東京工業大学, 環境・社会理工学院, 教授 (50134846)
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Co-Investigator(Kenkyū-buntansha) |
田村 修次 東京工業大学, 理工学研究科, 准教授 (40313837)
鈴木 比呂子 千葉工業大学, 工学部, 准教授 (60401527)
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Project Period (FY) |
2013-04-01 – 2017-03-31
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Project Status |
Completed (Fiscal Year 2016)
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Budget Amount *help |
¥17,940,000 (Direct Cost: ¥13,800,000、Indirect Cost: ¥4,140,000)
Fiscal Year 2016: ¥4,290,000 (Direct Cost: ¥3,300,000、Indirect Cost: ¥990,000)
Fiscal Year 2015: ¥3,900,000 (Direct Cost: ¥3,000,000、Indirect Cost: ¥900,000)
Fiscal Year 2014: ¥3,900,000 (Direct Cost: ¥3,000,000、Indirect Cost: ¥900,000)
Fiscal Year 2013: ¥5,850,000 (Direct Cost: ¥4,500,000、Indirect Cost: ¥1,350,000)
|
Keywords | 液状化 / 戸建て住宅 / 対策 / 修復 / 傾斜 / 沈下 / 予測 |
Outline of Final Research Achievements |
Our study on evaluation, remediation and restoration of liquefaction-induced damage to wooden houses suggests the following: (1) Damage to shallow foundations increased with increasing number of stories, contact pressure, and aspect ratio as well as ground settlement, and with decreasing thickness of non-liquefied crust; (2) Settlements of frictional pile foundations were classified into three according to their relative position to the ground, depending on the building and ground conditions, while the rotational constraint at pile head and the ductility and capacity of pile would have differentiated damaged from undamaged structures; (4) the installation of drainpipe around a wooden house was effective in reducing tilt angle of the house; and (5) The extent of damage to shallow foundation may be estimated with the factors of safety against vertical force and overturning moment both acting on the non-liquefied crust supporting the building.
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Report
(5 results)
Research Products
(26 results)
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[Journal Article] Lateral Spreading Near Deep Foundations and Influence of Soil Permeability2017
Author(s)
He, L., Ramirez, J.M., Lu, J., Tang l., Elgamal, A., Tokimatsu, K.
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Journal Title
Canadian Geotechnical Journal
Volume: 印刷中
Issue: 6
Pages: 846-861
DOI
Related Report
Peer Reviewed / Int'l Joint Research
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[Journal Article] PEER-NGL project: Open source global database and model development for the next-generation of liquefaction assessment procedures2016
Author(s)
Stewart, JP, SL Kramer, DY Kwak, MW Greenfield, RE Kayen, K Tokimatsu, JD Bray, CZ Beyzaei, M Cubrinovski, T Sekiguchi, S Nakai, Y Bozorgnia
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Journal Title
Soil Dynamics and Earthquake Engineering
Volume: 91
Pages: 317-328
DOI
Related Report
Peer Reviewed / Int'l Joint Research
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[Journal Article] PEER-NGL Project, Open Source Global Database and Model Development for the Next-Generation of Liquefaction Assessment Procedures2016
Author(s)
J. P. Stewart, S. L. Kramer, D. Y. Kwak, M. W. Greenfield, R. E. Kayen, K. Tokimatsu, J. D. Bray, C. Z. Beyzaei, M. Cubrinovski, T. Sekiguchi, S. Nakai, and Y. Bozorgnia
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Journal Title
UCLA Previously Published Works & Proceedings of six International Conference on Earthquake Geotechnical Engineering (6ICEGE)
Volume: -
Pages: 3277-3299
Related Report
Peer Reviewed / Open Access / Int'l Joint Research
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[Journal Article] Dynamic Centrifuge Tests to Evaluate Reinforcing Mechanisms of Soil-Cement Columns in Liquefiable Sand.2015
Author(s)
Rayamajhi, D., Tamura, S., Khosravi, M., Boulanger, R., Wilson, D., Ashford, S., and Olgun, C.
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Journal Title
Journal of Geotechnical and Geoenvironmental Engineering, ASCE
Volume: 04015015
Issue: 6
Pages: 1-12
DOI
Related Report
Peer Reviewed
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[Book] Liquefaction-Induced Ground Movement Effects2017
Author(s)
Jonathan D. Bray, Ross W. Boulanger, Misko Cubrinovski, Kohji Tokimatsu, Steven L. Kramer, Thomas O’Rourke, Ellen Rathje, Russell A. Green, Peter K. Robertson, Christine Z. Beyzaei
Total Pages
278
Publisher
Pacific Earthquake Engineering Research Center
Related Report
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