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    Effects of Strain Localization on Seismic Active Earth Pressures

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2010:;Volume ( 136 ):;issue: 007
    Author:
    Jian-Min Zhang
    ,
    Fei Song
    ,
    De-Ji Li
    DOI: 10.1061/(ASCE)GT.1943-5606.0000291
    Publisher: American Society of Civil Engineers
    Abstract: An improved method based on pseudostatic and limit-equilibrium analysis is proposed for evaluating seismic (static plus dynamic) active earth pressures induced by backfill behind movable rigid retaining walls. The proposed method can take into account the effects of strain localization and postpeak shear resistance reduction in the dense backfill soil during a strong earthquake, and the main improvement over the existing method is that a simple analytical solution is provided.
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      Effects of Strain Localization on Seismic Active Earth Pressures

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    http://yetl.yabesh.ir/yetl1/handle/yetl/62066
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    contributor authorJian-Min Zhang
    contributor authorFei Song
    contributor authorDe-Ji Li
    date accessioned2017-05-08T21:46:47Z
    date available2017-05-08T21:46:47Z
    date copyrightJuly 2010
    date issued2010
    identifier other%28asce%29gt%2E1943-5606%2E0000306.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/62066
    description abstractAn improved method based on pseudostatic and limit-equilibrium analysis is proposed for evaluating seismic (static plus dynamic) active earth pressures induced by backfill behind movable rigid retaining walls. The proposed method can take into account the effects of strain localization and postpeak shear resistance reduction in the dense backfill soil during a strong earthquake, and the main improvement over the existing method is that a simple analytical solution is provided.
    publisherAmerican Society of Civil Engineers
    titleEffects of Strain Localization on Seismic Active Earth Pressures
    typeJournal Paper
    journal volume136
    journal issue7
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)GT.1943-5606.0000291
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2010:;Volume ( 136 ):;issue: 007
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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