Study on Modeling of the Compressive Properties of Soil mixed with Deformable Particles
| Project/Area Number |
20580267
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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 |
Irrigation, drainage and rural engineering/Rural planning
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| Research Institution | Osaka Prefecture University |
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Principal Investigator |
KIMATA Takashi Osaka Prefecture University, 生命環境科学研究科, 講師 (60254439)
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| Project Period (FY) |
2008 – 2010
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| Project Status |
Completed (Fiscal Year 2010)
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| Budget Amount *help |
¥4,420,000 (Direct Cost: ¥3,400,000、Indirect Cost: ¥1,020,000)
Fiscal Year 2010: ¥1,040,000 (Direct Cost: ¥800,000、Indirect Cost: ¥240,000)
Fiscal Year 2009: ¥1,170,000 (Direct Cost: ¥900,000、Indirect Cost: ¥270,000)
Fiscal Year 2008: ¥2,210,000 (Direct Cost: ¥1,700,000、Indirect Cost: ¥510,000)
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| Keywords | 土質力学 / 変形性粒子 / 混合土 / 圧縮特性 / 積層体模型 / 一次元圧縮 |
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| Research Abstract |
The compressive properties of soil mixed with deformable particles such as expanded plastic were examined and considered to make a model of the mechanical behavior from a particulate point of view by performing a series of rod-stack model tests. As a result, it was clarified that the volumetric compression added by deformable particles were classified into following three more components: 1) the volumetric compression of the deformable particles themselves, 2) the pore space reduction caused by the resultant deformation of the structural skeleton and 3) the pore space reduction caused by further relative movement of the deformed particles. And then, the numerical expression for theoretically estimating these components were proposed.
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Report
(4 results)
Research Products
(14 results)
