Strength and deformation properties of porous granular material and proposing of ground investigation method with focusing on elast-plastic deformation and crushing of its particle
Project/Area Number |
23760448
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Research Category |
Grant-in-Aid for Young Scientists (B)
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Allocation Type | Multi-year Fund |
Research Field |
Geotechnical engineering
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Research Institution | National Institute of Occupational Safety and Health, Japan |
Principal Investigator |
KIKKAWA Naotaka 独立行政法人労働安全衛生総合研究所, 建設安全研究グループ, 研究員 (60575140)
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Project Period (FY) |
2011 – 2013
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Project Status |
Completed (Fiscal Year 2013)
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Budget Amount *help |
¥3,510,000 (Direct Cost: ¥2,700,000、Indirect Cost: ¥810,000)
Fiscal Year 2013: ¥650,000 (Direct Cost: ¥500,000、Indirect Cost: ¥150,000)
Fiscal Year 2012: ¥650,000 (Direct Cost: ¥500,000、Indirect Cost: ¥150,000)
Fiscal Year 2011: ¥2,210,000 (Direct Cost: ¥1,700,000、Indirect Cost: ¥510,000)
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Keywords | 軽石 / コーン貫入試験 / 個別要素法 / 画像解析 |
Research Abstract |
In order to evaluate the macro-properties from the micro-properties of pumice sand, a series of experimental tests and simulations were performed. As a result, the crushing strength of pumice sand particle was much smaller than that of the other sand particle (e.g. silica sand such as Toyoura sand). The tip resistance of pumice sand during cone penetrating was also much smaller than that of Toyoura sand, it was because of much small particle crushing strength. The normalized tip resistance and ratio of sleeve friction of pumice sand and Toyoura sand were plotted on the Robertson's soil classification figure and both are distinguished easily and it is supposed to judge if the pumice sand layer were existing on a site with the Robertson's soil classification figure.
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Report
(4 results)
Research Products
(10 results)
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[Presentation] 軽石の力学特性2012
Author(s)
吉川直孝, 伊藤和也, 堀智仁, 三田地利之,Pender, M.J. and Orense, R.P
Organizer
第9回地盤工学会関東支部発表会
Place of Presentation
東京都
Year and Date
2012-10-05
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