Study on the mechanical properties of lime-stabilized soil with waste material
| Project/Area Number |
15K06216
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| Research Category |
Grant-in-Aid for Scientific Research (C)
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| Allocation Type | Multi-year Fund |
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| Section | 一般 |
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| Research Field |
Geotechnical engineering
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| Research Institution | Ishikawa National College of Technology |
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Principal Investigator |
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| Research Collaborator |
TANAKA Hitoshi 株式会社 田中建設
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| Project Period (FY) |
2015-04-01 – 2018-03-31
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| Project Status |
Completed (Fiscal Year 2017)
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| Budget Amount *help |
¥4,940,000 (Direct Cost: ¥3,800,000、Indirect Cost: ¥1,140,000)
Fiscal Year 2017: ¥1,690,000 (Direct Cost: ¥1,300,000、Indirect Cost: ¥390,000)
Fiscal Year 2016: ¥1,690,000 (Direct Cost: ¥1,300,000、Indirect Cost: ¥390,000)
Fiscal Year 2015: ¥1,560,000 (Direct Cost: ¥1,200,000、Indirect Cost: ¥360,000)
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| Keywords | せん断 / 靭性 / 短繊維 / 石灰系固化材 / 強度 / 室内実験 / タフネス / 残留変形 / せん断強度 / ダイレイタンシー |
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| Outline of Final Research Achievements |
In order to clarify the mechanical properties of lime-stabilized soil with waste material (short-fiber made from polyester), a series of laboratory tests at different mixture rate of the short-fiber were carried out. The experiments involve consolidated undrained triaxial compression (CUb) test, consolidated drained triaxial compression (CD) test. The following conclusions are obtained from this study: (1) The shear strength of the lime-stabilized soil increases slightly by mixing appropriate amount of the short-fiber. But if the amount of the short-fiber is putting into the soil too much, the strength of the soil decreases inversely. (2) On the other hand, mixing the short-fiber into the lime-stabilized soil has demonstrated a very high effect against strain-softening of the soil material.
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Report
(4 results)
Research Products
(9 results)
