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    Numerical Modeling of Pipe–Soil Interaction under Oblique Loading

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2005:;Volume ( 131 ):;issue: 002
    Author:
    Peijun Guo
    DOI: 10.1061/(ASCE)1090-0241(2005)131:2(260)
    Publisher: American Society of Civil Engineers
    Abstract: This paper studies pipe–soil interaction for pipelines subjected to combined horizontal and vertical (upward) movements in the oblique direction. An associative, hardening elasto–plasticity model is proposed in the horizontal–vertical
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      Numerical Modeling of Pipe–Soil Interaction under Oblique Loading

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    http://yetl.yabesh.ir/yetl1/handle/yetl/52658
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    contributor authorPeijun Guo
    date accessioned2017-05-08T21:28:09Z
    date available2017-05-08T21:28:09Z
    date copyrightFebruary 2005
    date issued2005
    identifier other%28asce%291090-0241%282005%29131%3A2%28260%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/52658
    description abstractThis paper studies pipe–soil interaction for pipelines subjected to combined horizontal and vertical (upward) movements in the oblique direction. An associative, hardening elasto–plasticity model is proposed in the horizontal–vertical
    publisherAmerican Society of Civil Engineers
    titleNumerical Modeling of Pipe–Soil Interaction under Oblique Loading
    typeJournal Paper
    journal volume131
    journal issue2
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(2005)131:2(260)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2005:;Volume ( 131 ):;issue: 002
    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
    yabeshDSpacePersian