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    Three-Dimensional Characterization and Simulation of Anisotropic Soil Fabric

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2000:;Volume ( 126 ):;issue: 003
    Author:
    Eyad Masad
    ,
    Balasingam Muhunthan
    DOI: 10.1061/(ASCE)1090-0241(2000)126:3(199)
    Publisher: American Society of Civil Engineers
    Abstract: A procedure for constructing resin impregnated sand specimens for fabric (microstructure) analysis is presented. The impregnation device provides excellent control of the impregnation rate and confinement for different types of soils. Such control is necessary to minimize disturbance to the soil fabric during impregnation. The proposed technique also allows monitoring of the uniformity of impregnation throughout the process. Image analysis techniques are used to examine the variation of porosity at the microscopic and macroscopic levels within specimens. The analysis shows that about twice the deviation in local porosity from average porosity is obtained when microscopic measurements are used, as compared with the macroscopic measurements. Soil fabric anisotropy is characterized using two directional functions. Each of these functions has two components: an average value that describes the isotropic condition and a deviatoric tensor that represents the deviation from the average. They are shown to capture the relative distribution of air voids and their connectivity in different directions. The functions are also used to simulate the three-dimensional anisotropic fabric of soils in a computer.
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      Three-Dimensional Characterization and Simulation of Anisotropic Soil Fabric

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/51862
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    • Journal of Geotechnical and Geoenvironmental Engineering

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    contributor authorEyad Masad
    contributor authorBalasingam Muhunthan
    date accessioned2017-05-08T21:26:56Z
    date available2017-05-08T21:26:56Z
    date copyrightMarch 2000
    date issued2000
    identifier other%28asce%291090-0241%282000%29126%3A3%28199%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/51862
    description abstractA procedure for constructing resin impregnated sand specimens for fabric (microstructure) analysis is presented. The impregnation device provides excellent control of the impregnation rate and confinement for different types of soils. Such control is necessary to minimize disturbance to the soil fabric during impregnation. The proposed technique also allows monitoring of the uniformity of impregnation throughout the process. Image analysis techniques are used to examine the variation of porosity at the microscopic and macroscopic levels within specimens. The analysis shows that about twice the deviation in local porosity from average porosity is obtained when microscopic measurements are used, as compared with the macroscopic measurements. Soil fabric anisotropy is characterized using two directional functions. Each of these functions has two components: an average value that describes the isotropic condition and a deviatoric tensor that represents the deviation from the average. They are shown to capture the relative distribution of air voids and their connectivity in different directions. The functions are also used to simulate the three-dimensional anisotropic fabric of soils in a computer.
    publisherAmerican Society of Civil Engineers
    titleThree-Dimensional Characterization and Simulation of Anisotropic Soil Fabric
    typeJournal Paper
    journal volume126
    journal issue3
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(2000)126:3(199)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2000:;Volume ( 126 ):;issue: 003
    contenttypeFulltext
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