Development of the disaster reduction and the environmental countermeasure using aggregated soils
| Project/Area Number |
22360189
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| Research Category |
Grant-in-Aid for Scientific Research (B)
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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 | Chubu University |
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Principal Investigator |
SUGII Toshio 中部大学, 工学部, 教授 (90196709)
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| Co-Investigator(Kenkyū-buntansha) |
TAKEDA Makoto 中部大学, 工学部, 准教授 (50298486)
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| Project Period (FY) |
2010 – 2012
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| Project Status |
Completed (Fiscal Year 2012)
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| Budget Amount *help |
¥14,690,000 (Direct Cost: ¥11,300,000、Indirect Cost: ¥3,390,000)
Fiscal Year 2012: ¥1,690,000 (Direct Cost: ¥1,300,000、Indirect Cost: ¥390,000)
Fiscal Year 2011: ¥5,200,000 (Direct Cost: ¥4,000,000、Indirect Cost: ¥1,200,000)
Fiscal Year 2010: ¥7,800,000 (Direct Cost: ¥6,000,000、Indirect Cost: ¥1,800,000)
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| Keywords | 団粒化 / 環境 / 透水性 / 保水性 / 透水性路盤 / 防災 / 不飽和土 / 団粒化構造 / 舗装 / 路盤 / 環境技術 / 土壌圏現象 / 間隙径分布 / 保水性モデル / 豪雨 / 温暖化防止 / 原位置試験 |
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| Research Abstract |
High water retentive soil has generally a low permeability; however, aggregated material can have high permeability keeping high water retentivity. This paper first presents evaluations of properties of an aggregated soil from point of a pore size distribution and evaporation rate. Moreover, this aggregated structure was applied to a permeable pavement in order to improve permeability and water retentivity of base course. As a result, it was clarified that permeability and water retentivity are higher than the base course of single-grained structure at the time of non-rain and rain.
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Report
(4 results)
Research Products
(44 results)
