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    Rotation of Principal Directions in K0‐Consolidated Clay

    Source: Journal of Geotechnical Engineering:;1987:;Volume ( 113 ):;issue: 007
    Author:
    Pierre‐Yves Hicher
    ,
    Poul V. Lade
    DOI: 10.1061/(ASCE)0733-9410(1987)113:7(774)
    Publisher: American Society of Civil Engineers
    Abstract: Monotonic and cyclic torsion shear and cubical triaxial tests were performed to study the influence of rotation of principal stress directions on the behavior of
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      Rotation of Principal Directions in K0‐Consolidated Clay

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    http://yetl.yabesh.ir/yetl1/handle/yetl/20124
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    contributor authorPierre‐Yves Hicher
    contributor authorPoul V. Lade
    date accessioned2017-05-08T20:34:42Z
    date available2017-05-08T20:34:42Z
    date copyrightJuly 1987
    date issued1987
    identifier other%28asce%290733-9410%281987%29113%3A7%28774%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/20124
    description abstractMonotonic and cyclic torsion shear and cubical triaxial tests were performed to study the influence of rotation of principal stress directions on the behavior of
    publisherAmerican Society of Civil Engineers
    titleRotation of Principal Directions in K0‐Consolidated Clay
    typeJournal Paper
    journal volume113
    journal issue7
    journal titleJournal of Geotechnical Engineering
    identifier doi10.1061/(ASCE)0733-9410(1987)113:7(774)
    treeJournal of Geotechnical Engineering:;1987:;Volume ( 113 ):;issue: 007
    contenttypeFulltext
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