2011 Fiscal Year Final Research Report
Accurate measurement and modeling of properties of liquefied sandy soils under a wide range of stress and strain conditions
Project/Area Number |
21360221
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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 | The University of Tokyo |
Principal Investigator |
KOSEKI Junichi 東京大学, 生産技術研究所, 教授 (30272511)
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Co-Investigator(Renkei-kenkyūsha) |
NAMIKAWA Tsutomu 芝浦工業大学, 工学部土木工学科, 教授 (50455151)
MIYASHITA Yukika 東京大学, 生産技術研究所, 技術職員 (20396914)
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Project Period (FY) |
2009 – 2011
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Keywords | 土質力学 / 液状化 |
Research Abstract |
A series of undrained hollow cylindrical cyclic torsional shear tests with initial shear were conducted on saturated Toyoura sand to reveal the effects of initial shear on large deformation properties of liquefied sand. By extending a numerical model that had been developed to simulate the liquefaction behavior without initial shear, the test results with initial shear could be reasonably simulated. In addition, a stacked-ring simple shear test apparatus was newly constructed, and it was employed to reveal the effects of liquefaction history on re-liquefation properties.
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Research Products
(17 results)
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[Presentation] Extremely large post-liquefaction deformations of saturated sand under cyclic torsional shear loading, Earthquake GeotechnicalEngineering Satellite Conference2009
Author(s)
Chiaro, G., Kiyota, T., De Silva, L.I.N., Sato, T. and Koseki, J.
Organizer
17th International Conference on Soil Mechanics and Geotechnical Engineering, Alexandria,Egypt
Place of Presentation
CD-ROM
Year and Date
2009-10-03
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