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    Small-Strain Nonlinearity of Normally Consolidated Clay

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2007:;Volume ( 133 ):;issue: 001
    Author:
    Marika Santagata
    ,
    John T. Germaine
    ,
    Charles C. Ladd
    DOI: 10.1061/(ASCE)1090-0241(2007)133:1(72)
    Publisher: American Society of Civil Engineers
    Abstract: This paper addresses the small-strain undrained shear behavior of clays based on an extensive testing program conducted on normally consolidated resedimented Boston blue clay (RBBC). The uniformity and reproducibility in the behavior of this soil permit a detailed study of the role of consolidation stress level, preshear consolidation stress path, preshear lateral stress ratio
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      Small-Strain Nonlinearity of Normally Consolidated Clay

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    http://yetl.yabesh.ir/yetl1/handle/yetl/53018
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    contributor authorMarika Santagata
    contributor authorJohn T. Germaine
    contributor authorCharles C. Ladd
    date accessioned2017-05-08T21:28:45Z
    date available2017-05-08T21:28:45Z
    date copyrightJanuary 2007
    date issued2007
    identifier other%28asce%291090-0241%282007%29133%3A1%2872%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/53018
    description abstractThis paper addresses the small-strain undrained shear behavior of clays based on an extensive testing program conducted on normally consolidated resedimented Boston blue clay (RBBC). The uniformity and reproducibility in the behavior of this soil permit a detailed study of the role of consolidation stress level, preshear consolidation stress path, preshear lateral stress ratio
    publisherAmerican Society of Civil Engineers
    titleSmall-Strain Nonlinearity of Normally Consolidated Clay
    typeJournal Paper
    journal volume133
    journal issue1
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(2007)133:1(72)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2007:;Volume ( 133 ):;issue: 001
    contenttypeFulltext
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