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    Influence of Nonassociativity on the Bearing Capacity of a Strip Footing

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2001:;Volume ( 127 ):;issue: 011
    Author:
    Jian-Hua Yin
    ,
    Yu-Jie Wang
    ,
    A. P. S. Selvadurai
    DOI: 10.1061/(ASCE)1090-0241(2001)127:11(985)
    Publisher: American Society of Civil Engineers
    Abstract: This paper examines the ultimate bearing capacity of a strip footing located at the surface of a homogeneous soil. The approach adopted involves a numerical solution of the equations governing elastic-plastic soils with a nonassociative flow rule and makes use of the finite-difference code FLAC. This code is utilized to obtain the three bearing capacity factors for a wide range of values of the friction angle for four different values of the angle of dilation. The values of the bearing capacity factors obtained from the numerical approach are then compared with results derived from classical solutions modified to incorporate the nonassociative plastic flow of soil.
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      Influence of Nonassociativity on the Bearing Capacity of a Strip Footing

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/51985
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    contributor authorJian-Hua Yin
    contributor authorYu-Jie Wang
    contributor authorA. P. S. Selvadurai
    date accessioned2017-05-08T21:27:07Z
    date available2017-05-08T21:27:07Z
    date copyrightNovember 2001
    date issued2001
    identifier other%28asce%291090-0241%282001%29127%3A11%28985%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/51985
    description abstractThis paper examines the ultimate bearing capacity of a strip footing located at the surface of a homogeneous soil. The approach adopted involves a numerical solution of the equations governing elastic-plastic soils with a nonassociative flow rule and makes use of the finite-difference code FLAC. This code is utilized to obtain the three bearing capacity factors for a wide range of values of the friction angle for four different values of the angle of dilation. The values of the bearing capacity factors obtained from the numerical approach are then compared with results derived from classical solutions modified to incorporate the nonassociative plastic flow of soil.
    publisherAmerican Society of Civil Engineers
    titleInfluence of Nonassociativity on the Bearing Capacity of a Strip Footing
    typeJournal Paper
    journal volume127
    journal issue11
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(2001)127:11(985)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2001:;Volume ( 127 ):;issue: 011
    contenttypeFulltext
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