Elasto-plastic description of mechanical behavior of cement-treated soil
| Project/Area Number |
21560519
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| Research Category |
Grant-in-Aid for Scientific Research (C)
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| Allocation Type | Single-year Grants |
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| Section | 一般 |
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| Research Field |
Geotechnical engineering
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| Research Institution | Nagoya University |
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Principal Investigator |
NAKANO Masaki (2010-2011) 名古屋大学, 工学研究科, 教授 (00252263)
山田 英司 (2009) Nagoya University, 工学研究科, 助教 (00293647)
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| Co-Investigator(Kenkyū-buntansha) |
YAMADA Shotaro 名古屋大学, 工学研究科, 准教授 (70346815)
中野 正樹 名古屋大学, 工学研究科, 教授 (00252263)
浅岡 顕 名古屋大学, 工学研究科, 教授 (50093175)
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| Research Collaborator |
SUN Kai 名古屋大学, 工学研究科, 博士
HORIUCHI Shunsuke 名古屋大学, 工学研究科, 博士
YODA Hiroki 名古屋大学, 工学研究科, 博士
SASAYAMA Tetsuji 名古屋大学, 工学研究科, 博士
OKANO Yuma 名古屋大学, 工学部, 学部学生
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| Project Period (FY) |
2009 – 2011
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| Project Status |
Completed (Fiscal Year 2011)
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| Budget Amount *help |
¥4,550,000 (Direct Cost: ¥3,500,000、Indirect Cost: ¥1,050,000)
Fiscal Year 2011: ¥1,560,000 (Direct Cost: ¥1,200,000、Indirect Cost: ¥360,000)
Fiscal Year 2010: ¥1,040,000 (Direct Cost: ¥800,000、Indirect Cost: ¥240,000)
Fiscal Year 2009: ¥1,950,000 (Direct Cost: ¥1,500,000、Indirect Cost: ¥450,000)
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| Keywords | 地盤材料学 / セメント改良 / 浚渫土 / 建設発生土 / 土の骨格構造 / 過圧密 / 弾塑性 / 土質安定処理 / 管中混合固化処理工法 / 骨格構造 / 境界値問題 / 三軸試験 / 圧密試験 |
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| Research Abstract |
To use huge amount of dredged soil in Japan ports as geo-material, the dredged soil is treated with cement and mechanical behaviors of the treated soils are examined through the experiments. The experimental results can be simulated by the proposed elasto-plastic constitutive model. It means that a wide range of the dredged soil can be used as geo-material.
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Report
(4 results)
Research Products
(23 results)
