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    Postcyclic Recompression, Stiffness, and Consolidated Cyclic Strength of Silt

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2007:;Volume ( 133 ):;issue: 004
    Author:
    Adrian F. Hyde
    ,
    Toru Higuchi
    ,
    Kazuya Yasuhara
    DOI: 10.1061/(ASCE)1090-0241(2007)133:4(416)
    Publisher: American Society of Civil Engineers
    Abstract: Low plasticity silts are liquefiable and the dissipation of pore pressures after an earthquake will be accompanied by densification and compression of the soil skeleton. Anisotropic rather than isotropic stress distributions are commonly found to exist in slopes or silty fills placed under
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      Postcyclic Recompression, Stiffness, and Consolidated Cyclic Strength of Silt

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    http://yetl.yabesh.ir/yetl1/handle/yetl/53126
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    contributor authorAdrian F. Hyde
    contributor authorToru Higuchi
    contributor authorKazuya Yasuhara
    date accessioned2017-05-08T21:28:52Z
    date available2017-05-08T21:28:52Z
    date copyrightApril 2007
    date issued2007
    identifier other%28asce%291090-0241%282007%29133%3A4%28416%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/53126
    description abstractLow plasticity silts are liquefiable and the dissipation of pore pressures after an earthquake will be accompanied by densification and compression of the soil skeleton. Anisotropic rather than isotropic stress distributions are commonly found to exist in slopes or silty fills placed under
    publisherAmerican Society of Civil Engineers
    titlePostcyclic Recompression, Stiffness, and Consolidated Cyclic Strength of Silt
    typeJournal Paper
    journal volume133
    journal issue4
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(2007)133:4(416)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2007:;Volume ( 133 ):;issue: 004
    contenttypeFulltext
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