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    Undrained Stability of Braced Excavations in Clay

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2003:;Volume ( 129 ):;issue: 008
    Author:
    Boonchai Ukritchon
    ,
    Andrew J. Whittle
    ,
    Scott W. Sloan
    DOI: 10.1061/(ASCE)1090-0241(2003)129:8(738)
    Publisher: American Society of Civil Engineers
    Abstract: Short-term undrained stability often controls the design of braced excavations in soft clays. This paper summarizes the formulation of numerical limit analyses that compute rigorous upper and lower bounds on the exact stability number and include anisotropic yielding, typical of
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      Undrained Stability of Braced Excavations in Clay

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    http://yetl.yabesh.ir/yetl1/handle/yetl/52377
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    contributor authorBoonchai Ukritchon
    contributor authorAndrew J. Whittle
    contributor authorScott W. Sloan
    date accessioned2017-05-08T21:27:44Z
    date available2017-05-08T21:27:44Z
    date copyrightAugust 2003
    date issued2003
    identifier other%28asce%291090-0241%282003%29129%3A8%28738%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/52377
    description abstractShort-term undrained stability often controls the design of braced excavations in soft clays. This paper summarizes the formulation of numerical limit analyses that compute rigorous upper and lower bounds on the exact stability number and include anisotropic yielding, typical of
    publisherAmerican Society of Civil Engineers
    titleUndrained Stability of Braced Excavations in Clay
    typeJournal Paper
    journal volume129
    journal issue8
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(2003)129:8(738)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2003:;Volume ( 129 ):;issue: 008
    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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