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    Influence of Intermediate Principal Stress on the Bearing Capacity of Strip and Circular Footings

    Source: Journal of Engineering Mechanics:;2014:;Volume ( 140 ):;issue: 007
    Author:
    Zong-Yuan
    ,
    Ma
    ,
    Hong-Jian
    ,
    Liao
    ,
    Fa-Ning
    ,
    Dang
    DOI: 10.1061/(ASCE)EM.1943-7889.0000762
    Publisher: American Society of Civil Engineers
    Abstract: Studies of the bearing capacity of footings usually do not take into account the effect of the intermediate principal stress. In practice, the intermediate principal stress has certain influences on the strength of geomaterials (e.g., rock and soil) or concrete. This paper focuses on a numerical study using the finite-difference code
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      Influence of Intermediate Principal Stress on the Bearing Capacity of Strip and Circular Footings

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    http://yetl.yabesh.ir/yetl1/handle/yetl/75082
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    contributor authorZong-Yuan
    contributor authorMa
    contributor authorHong-Jian
    contributor authorLiao
    contributor authorFa-Ning
    contributor authorDang
    date accessioned2017-05-08T22:14:52Z
    date available2017-05-08T22:14:52Z
    date copyrightJuly 2014
    date issued2014
    identifier other39988238.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/75082
    description abstractStudies of the bearing capacity of footings usually do not take into account the effect of the intermediate principal stress. In practice, the intermediate principal stress has certain influences on the strength of geomaterials (e.g., rock and soil) or concrete. This paper focuses on a numerical study using the finite-difference code
    publisherAmerican Society of Civil Engineers
    titleInfluence of Intermediate Principal Stress on the Bearing Capacity of Strip and Circular Footings
    typeJournal Paper
    journal volume140
    journal issue7
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)EM.1943-7889.0000762
    treeJournal of Engineering Mechanics:;2014:;Volume ( 140 ):;issue: 007
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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