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    Probabilistic Analysis of Coupled Soil Consolidation

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2010:;Volume ( 136 ):;issue: 003
    Author:
    Jinsong Huang
    ,
    D. V. Griffiths
    ,
    Gordon A. Fenton
    DOI: 10.1061/(ASCE)GT.1943-5606.0000238
    Publisher: American Society of Civil Engineers
    Abstract: Coupled Biot consolidation theory was combined with the random finite-element method to investigate the consolidation behavior of soil deposits with spatially variable properties in one-dimensional (1D) and two-dimensional (2D) spaces. The coefficient of volume compressibility
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      Probabilistic Analysis of Coupled Soil Consolidation

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    http://yetl.yabesh.ir/yetl1/handle/yetl/62010
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    contributor authorJinsong Huang
    contributor authorD. V. Griffiths
    contributor authorGordon A. Fenton
    date accessioned2017-05-08T21:46:41Z
    date available2017-05-08T21:46:41Z
    date copyrightMarch 2010
    date issued2010
    identifier other%28asce%29gt%2E1943-5606%2E0000254.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/62010
    description abstractCoupled Biot consolidation theory was combined with the random finite-element method to investigate the consolidation behavior of soil deposits with spatially variable properties in one-dimensional (1D) and two-dimensional (2D) spaces. The coefficient of volume compressibility
    publisherAmerican Society of Civil Engineers
    titleProbabilistic Analysis of Coupled Soil Consolidation
    typeJournal Paper
    journal volume136
    journal issue3
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)GT.1943-5606.0000238
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2010:;Volume ( 136 ):;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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