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    Seismic Bearing Capacity Factors for Strip Footings on an Embankment by Using Lower-Bound Limit Analysis

    Source: International Journal of Geomechanics:;2016:;Volume ( 016 ):;issue: 003
    Author:
    Debarghya
    ,
    Chakraborty
    ,
    Yatam
    ,
    Mahesh
    DOI: 10.1061/(ASCE)GM.1943-5622.0000553
    Publisher: American Society of Civil Engineers
    Abstract: By using the lower-bound finite-element limit-analysis technique, the bearing capacity of a strip footing placed over an embankment was determined with the incorporation of pseudostatic horizontal seismic body forces. The variation of the bearing capacity factors
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      Seismic Bearing Capacity Factors for Strip Footings on an Embankment by Using Lower-Bound Limit Analysis

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    https://yetl.yabesh.ir/yetl1/handle/yetl/81903
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    contributor authorDebarghya
    contributor authorChakraborty
    contributor authorYatam
    contributor authorMahesh
    date accessioned2017-05-08T22:31:04Z
    date available2017-05-08T22:31:04Z
    date copyrightJune 2016
    date issued2016
    identifier other47939432.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/81903
    description abstractBy using the lower-bound finite-element limit-analysis technique, the bearing capacity of a strip footing placed over an embankment was determined with the incorporation of pseudostatic horizontal seismic body forces. The variation of the bearing capacity factors
    publisherAmerican Society of Civil Engineers
    titleSeismic Bearing Capacity Factors for Strip Footings on an Embankment by Using Lower-Bound Limit Analysis
    typeJournal Paper
    journal volume16
    journal issue3
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/(ASCE)GM.1943-5622.0000553
    treeInternational Journal of Geomechanics:;2016:;Volume ( 016 ):;issue: 003
    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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