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    Effect of Initial Consolidation Condition on Postcyclic Undrained Monotonic Shear Behavior of Mississippi River Valley Silt

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2016:;Volume ( 142 ):;issue: 002
    Author:
    Shuying Wang
    ,
    Ronaldo Luna
    ,
    Site Onyejekwe
    DOI: 10.1061/(ASCE)GT.1943-5606.0001401
    Publisher: American Society of Civil Engineers
    Abstract: The postcyclic undrained monotonic shear behavior of Mississippi River Valley (MRV) silt is investigated by carrying out triaxial tests under various initial consolidation conditions. Results show that the variation of cyclic shear strength of MRV silt against initial overconsolidation ratio (OCR) and mean effective consolidation pressure (
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      Effect of Initial Consolidation Condition on Postcyclic Undrained Monotonic Shear Behavior of Mississippi River Valley Silt

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/80804
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    • Journal of Geotechnical and Geoenvironmental Engineering

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    contributor authorShuying Wang
    contributor authorRonaldo Luna
    contributor authorSite Onyejekwe
    date accessioned2017-05-08T22:26:57Z
    date available2017-05-08T22:26:57Z
    date copyrightFebruary 2016
    date issued2016
    identifier other45425903.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/80804
    description abstractThe postcyclic undrained monotonic shear behavior of Mississippi River Valley (MRV) silt is investigated by carrying out triaxial tests under various initial consolidation conditions. Results show that the variation of cyclic shear strength of MRV silt against initial overconsolidation ratio (OCR) and mean effective consolidation pressure (
    publisherAmerican Society of Civil Engineers
    titleEffect of Initial Consolidation Condition on Postcyclic Undrained Monotonic Shear Behavior of Mississippi River Valley Silt
    typeJournal Paper
    journal volume142
    journal issue2
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)GT.1943-5606.0001401
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2016:;Volume ( 142 ):;issue: 002
    contenttypeFulltext
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