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    Effect of Microfabric on Shear Behavior of Kaolin Clay

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2007:;Volume ( 133 ):;issue: 003
    Author:
    Ajanta Sachan
    ,
    Dayakar Penumadu
    DOI: 10.1061/(ASCE)1090-0241(2007)133:3(306)
    Publisher: American Society of Civil Engineers
    Abstract: The influence of geometric arrangement of platelets (microfabric) on the mechanical behavior of kaolin clay is investigated using lubricated end triaxial testing on solid cylindrical specimens. A series of compression and extension tests under drained and undrained conditions were performed on clay specimens with different microfabric for overconsolidated ratio values of 1 and 10. The solid cylindrical specimens with dispersed and flocculated microfabric were produced in the laboratory using slurry consolidation technique under
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      Effect of Microfabric on Shear Behavior of Kaolin Clay

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/53111
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    • Journal of Geotechnical and Geoenvironmental Engineering

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    contributor authorAjanta Sachan
    contributor authorDayakar Penumadu
    date accessioned2017-05-08T21:28:52Z
    date available2017-05-08T21:28:52Z
    date copyrightMarch 2007
    date issued2007
    identifier other%28asce%291090-0241%282007%29133%3A3%28306%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/53111
    description abstractThe influence of geometric arrangement of platelets (microfabric) on the mechanical behavior of kaolin clay is investigated using lubricated end triaxial testing on solid cylindrical specimens. A series of compression and extension tests under drained and undrained conditions were performed on clay specimens with different microfabric for overconsolidated ratio values of 1 and 10. The solid cylindrical specimens with dispersed and flocculated microfabric were produced in the laboratory using slurry consolidation technique under
    publisherAmerican Society of Civil Engineers
    titleEffect of Microfabric on Shear Behavior of Kaolin Clay
    typeJournal Paper
    journal volume133
    journal issue3
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(2007)133:3(306)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2007:;Volume ( 133 ):;issue: 003
    contenttypeFulltext
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