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    Penetration and Liquefaction Resistances: Prior Seismic History Effects

    Source: Journal of Geotechnical Engineering:;1988:;Volume ( 114 ):;issue: 006
    Author:
    Raymond B. Seed
    ,
    Seung Rae Lee
    ,
    Hsing‐Lian Jong
    DOI: 10.1061/(ASCE)0733-9410(1988)114:6(691)
    Publisher: American Society of Civil Engineers
    Abstract: Cyclic triaxial tests and cone penetration tests performed in large-scale triaxial samples are used to evaluate the effects of prior cyclic-strain history on the liquefaction and penetration resistances of a fine, uniformly graded sand. Prior cyclic-strain history is found to increase both liquefaction and cone-sleeve friction penetration resistance (f
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      Penetration and Liquefaction Resistances: Prior Seismic History Effects

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/20308
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    contributor authorRaymond B. Seed
    contributor authorSeung Rae Lee
    contributor authorHsing‐Lian Jong
    date accessioned2017-05-08T20:35:03Z
    date available2017-05-08T20:35:03Z
    date copyrightJune 1988
    date issued1988
    identifier other%28asce%290733-9410%281988%29114%3A6%28691%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/20308
    description abstractCyclic triaxial tests and cone penetration tests performed in large-scale triaxial samples are used to evaluate the effects of prior cyclic-strain history on the liquefaction and penetration resistances of a fine, uniformly graded sand. Prior cyclic-strain history is found to increase both liquefaction and cone-sleeve friction penetration resistance (f
    publisherAmerican Society of Civil Engineers
    titlePenetration and Liquefaction Resistances: Prior Seismic History Effects
    typeJournal Paper
    journal volume114
    journal issue6
    journal titleJournal of Geotechnical Engineering
    identifier doi10.1061/(ASCE)0733-9410(1988)114:6(691)
    treeJournal of Geotechnical Engineering:;1988:;Volume ( 114 ):;issue: 006
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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