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    Seismic Bearing Capacity of Foundations on Cohesionless Slopes

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2013:;Volume ( 139 ):;issue: 011
    Author:
    Jyant
    ,
    Kumar
    ,
    Debarghya
    ,
    Chakraborty
    DOI: 10.1061/(ASCE)GT.1943-5606.0000909
    Publisher: American Society of Civil Engineers
    Abstract: By applying the lower bound theorem of limit analysis in conjunction with finite elements and nonlinear optimization, the bearing capacity factor
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      Seismic Bearing Capacity of Foundations on Cohesionless Slopes

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/62729
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    • Journal of Geotechnical and Geoenvironmental Engineering

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    contributor authorJyant
    contributor authorKumar
    contributor authorDebarghya
    contributor authorChakraborty
    date accessioned2017-05-08T21:48:02Z
    date available2017-05-08T21:48:02Z
    date copyrightNovember 2013
    date issued2013
    identifier other%28asce%29gt%2E1943-5606%2E0000927.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/62729
    description abstractBy applying the lower bound theorem of limit analysis in conjunction with finite elements and nonlinear optimization, the bearing capacity factor
    publisherAmerican Society of Civil Engineers
    titleSeismic Bearing Capacity of Foundations on Cohesionless Slopes
    typeJournal Paper
    journal volume139
    journal issue11
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)GT.1943-5606.0000909
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2013:;Volume ( 139 ):;issue: 011
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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