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Experimental Study on Mechanical Properties of Soil mixed with Deformable Particles

Experimental Study on Mechanical Properties of Soil mixed with Deformable Particles
掺有变形颗粒土力学性能试验研究
批准号:
15580216
负责人:
KIMATA Takashi
金额:
$1.15万
依托单位:
依托单位国家:
日本
项目类别:
Grant-in-Aid for Scientific Research (C)
财政年份:
2003
资助国家:
日本
项目状态:
已结题
起止时间:
2003 至 2004

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中文摘要
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英文摘要
In this study, mechanical properties, such as deformability, of deformable particle mixed soil using expanded plastic wastes were investigated. At first, one-dimensional compression mechanism of soil which containing deformable particles in the soil skeleton was examined using the results of one-dimensional consolidation tests. As a result, two extra types of compression structural configurations of the components in addition to the ordinary volumetric compression caused by the rearrengement of a rigid particle skeleton as in the case of the deformable particle mixed soil. One of them was the volumetric compression of the deformable particle itself and the other was a further pore phase reduction caused by the deformation of the deformable particles. Then, microscopic observation using X-ray CT was carried out to evaluate the volumetric compression of deformable particles. Consequently, it was quantitatively confirmed that above-mentioned classification of extra components was valid. And in parallel, triaxial compression tests using double cell apparatus were conducted to attempt the individual measurement of volumetric compressive strain into the compression of deformable particle itself and the amount of pore space reduction. However, it was impossible to estimate these two extra types of components individually, because of the existence of the water getting into the pore spaces of expanded plastic particle's surfaces. Therefore, the latter term of this study, creep property and permeability & water retentivity of soils were investigated, for the purpose of the actual application of this expanded plastic wastes into the lightweight geomaterials. As a result, the amount of settlement caused by creep was in proportion to the mixing ratio of the plastic wastes. And as for the physical properties, it was clarified that the permeability and water retentivity were improved in addition to lightening effect, in case of mixing this plastic wastes with soil.
期刊论文(25)
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会议论文
Permeability and Water Retentivity of Soils Mixed with Crushed Expanded Plastic Wastes
粉碎的膨胀塑料废料混合土壤的渗透性和保水性
DOI: --
发表时间: 2005
期刊: Proc.of the 6^<th> Symposium on Geoenvironmental Engineering
影响因子: --
作者: [T.Kimata, T.Tanigawa]
通讯作者: T.Tanigawa
Consideration on Compression Properties of Soils Mixed with Expanded Plastic Wastes Using Micro-focus X-ray CT
用微焦点X射线CT研究掺有膨胀塑料废物的土壤的压缩特性
DOI: --
发表时间: 2004
期刊: Proc.of 39^<th> Annual Meeting of the JGS
影响因子: --
作者: [T.Kimata, T.Kuwabara, S.Yokota]
通讯作者: S.Yokota
木全卓, 桑原孝雄, 横田伸二: "EPS破砕片混合土の圧縮特性に関する微視的検討"平成15年度農業土木学会大会講演会講演要旨集. 512-513 (2003)
Takashi Kimata、Takao Kuwabara、Shinji Yokota:“混合 EPS 碎片的土壤压缩特性的微观研究”2003 年日本农业和土木工程师学会会议摘要 512-513 (2003)。
DOI: --
发表时间:
期刊:
影响因子: --
作者: []
通讯作者:
X線CTによる廃棄発泡プラスチック破砕片混合土の圧縮特性に関する考察
利用 X 射线 CT 考虑混有废旧泡沫塑料碎片的土壤的压缩特性
DOI: --
发表时间: 2004
期刊: 第39回地盤工学研究発表会講演集
影响因子: --
作者: [木全 卓, 桑原孝雄, 横田伸二]
通讯作者: 横田伸二
16
    Study on construction of compression model of soil mixed with deformable particles
    • 批准号:
      16K07947
    • 项目类别:
      Grant-in-Aid for Scientific Research (C)
    • 资助金额:
      $3.08万
    • 财政年份:
      2016
    • 负责人:
      KIMATA Takashi
    • 依托单位:
    Study on Modeling of the Compressive Properties of Soil mixed with Deformable Particles
    • 批准号:
      20580267
    • 项目类别:
      Grant-in-Aid for Scientific Research (C)
    • 资助金额:
      $2.83万
    • 财政年份:
      2008
    • 负责人:
      KIMATA Takashi
    • 依托单位:
    海外基金