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    Micaceous Sands: Microscale Mechanisms and Macroscale Response

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2007:;Volume ( 133 ):;issue: 009
    Author:
    Jong-Sub Lee
    ,
    Maria Guimaraes
    ,
    J. Carlos Santamarina
    DOI: 10.1061/(ASCE)1090-0241(2007)133:9(1136)
    Publisher: American Society of Civil Engineers
    Abstract: The presence of mica changes the mechanical behavior of sandy soils. In this study, micro- and macroscale tests are used to explore the unique packing characteristics that develop in mixtures made of round and platy particles, and the effects that mica exerts on small, medium, and large strain parameters. Mixtures are prepared with different mica contents and various mica-to-sand size ratios,
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      Micaceous Sands: Microscale Mechanisms and Macroscale Response

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    http://yetl.yabesh.ir/yetl1/handle/yetl/53208
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    contributor authorJong-Sub Lee
    contributor authorMaria Guimaraes
    contributor authorJ. Carlos Santamarina
    date accessioned2017-05-08T21:29:01Z
    date available2017-05-08T21:29:01Z
    date copyrightSeptember 2007
    date issued2007
    identifier other%28asce%291090-0241%282007%29133%3A9%281136%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/53208
    description abstractThe presence of mica changes the mechanical behavior of sandy soils. In this study, micro- and macroscale tests are used to explore the unique packing characteristics that develop in mixtures made of round and platy particles, and the effects that mica exerts on small, medium, and large strain parameters. Mixtures are prepared with different mica contents and various mica-to-sand size ratios,
    publisherAmerican Society of Civil Engineers
    titleMicaceous Sands: Microscale Mechanisms and Macroscale Response
    typeJournal Paper
    journal volume133
    journal issue9
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(2007)133:9(1136)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2007:;Volume ( 133 ):;issue: 009
    contenttypeFulltext
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