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    Correlation between Cyclic Resistance and Shear-Wave Velocity for Providence Silts

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2008:;Volume ( 134 ):;issue: 001
    Author:
    Christopher D. P. Baxter
    ,
    Aaron S. Bradshaw
    ,
    Russell A. Green
    ,
    Jian-Hua Wang
    DOI: 10.1061/(ASCE)1090-0241(2008)134:1(37)
    Publisher: American Society of Civil Engineers
    Abstract: As an alternative to a field-based liquefaction resistance approach, cyclic triaxial tests with bender elements were used to develop a new correlation between cyclic resistance ratio (CRR) and overburden stress-corrected shear-wave velocity
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      Correlation between Cyclic Resistance and Shear-Wave Velocity for Providence Silts

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    http://yetl.yabesh.ir/yetl1/handle/yetl/53228
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    contributor authorChristopher D. P. Baxter
    contributor authorAaron S. Bradshaw
    contributor authorRussell A. Green
    contributor authorJian-Hua Wang
    date accessioned2017-05-08T21:29:03Z
    date available2017-05-08T21:29:03Z
    date copyrightJanuary 2008
    date issued2008
    identifier other%28asce%291090-0241%282008%29134%3A1%2837%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/53228
    description abstractAs an alternative to a field-based liquefaction resistance approach, cyclic triaxial tests with bender elements were used to develop a new correlation between cyclic resistance ratio (CRR) and overburden stress-corrected shear-wave velocity
    publisherAmerican Society of Civil Engineers
    titleCorrelation between Cyclic Resistance and Shear-Wave Velocity for Providence Silts
    typeJournal Paper
    journal volume134
    journal issue1
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(2008)134:1(37)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2008:;Volume ( 134 ):;issue: 001
    contenttypeFulltext
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