Effect of micro structural change on strength and deformation properties of liquefied stabilized soil and cement treated soil
| Project/Area Number |
21760368
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| Research Category |
Grant-in-Aid for Young Scientists (B)
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| Allocation Type | Single-year Grants |
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| Research Field |
Geotechnical engineering
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| Research Institution | The University of Tokyo |
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Principal Investigator |
TSUTSUMI Yukika The University of Tokyo, 生産技術研究所, 技術職員 (20396914)
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| Project Period (FY) |
2009 – 2010
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| Project Status |
Completed (Fiscal Year 2010)
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| Budget Amount *help |
¥3,900,000 (Direct Cost: ¥3,000,000、Indirect Cost: ¥900,000)
Fiscal Year 2010: ¥1,040,000 (Direct Cost: ¥800,000、Indirect Cost: ¥240,000)
Fiscal Year 2009: ¥2,860,000 (Direct Cost: ¥2,200,000、Indirect Cost: ¥660,000)
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| Keywords | 流動化処理土 / セメント改良土 / 微視的構造 / 強度・局所変形特性 / 拘束圧 |
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| Research Abstract |
Effect of micro structural change due to application of stress on strength and deformation properties of liquefied stabilized soil and cement treated soil was investigated by conducting mechanical tests and microscopic observations. It was clarified that strength and deformation properties depended on a relationship between the strength of cement treated soil that has been derived from the stabilization of the original soil, its micro structure, and initial stress state.
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Report
(3 results)
Research Products
(9 results)
