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    Probabilistic Analysis of Soil Consolidation via Prefabricated Vertical Drains

    Source: International Journal of Geomechanics:;2013:;Volume ( 013 ):;issue: 006
    Author:
    Md. Wasiul
    ,
    Bari
    ,
    Mohamed A.
    ,
    Shahin
    ,
    Hamid R.
    ,
    Nikraz
    DOI: 10.1061/(ASCE)GM.1943-5622.0000244
    Publisher: American Society of Civil Engineers
    Abstract: Soil consolidation by prefabricated vertical drains (PVDs) relies on some soil properties that are spatially variable, such as the coefficient of permeability. However, the design of soil consolidation via PVDs has been traditionally carried out deterministically and thus can be misleading because of the ignorance of the uncertainty associated with the inherent spatial variation of soil properties. In this paper, the effects of spatial variability of soil permeability on soil consolidation by PVDs are investigated stochastically, and the corresponding uncertainty associated with the degree of consolidation is statistically quantified and analyzed.
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      Probabilistic Analysis of Soil Consolidation via Prefabricated Vertical Drains

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    https://yetl.yabesh.ir/yetl1/handle/yetl/61647
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    contributor authorMd. Wasiul
    contributor authorBari
    contributor authorMohamed A.
    contributor authorShahin
    contributor authorHamid R.
    contributor authorNikraz
    date accessioned2017-05-08T21:45:37Z
    date available2017-05-08T21:45:37Z
    date copyrightDecember 2013
    date issued2013
    identifier other%28asce%29gm%2E1943-5622%2E0000259.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/61647
    description abstractSoil consolidation by prefabricated vertical drains (PVDs) relies on some soil properties that are spatially variable, such as the coefficient of permeability. However, the design of soil consolidation via PVDs has been traditionally carried out deterministically and thus can be misleading because of the ignorance of the uncertainty associated with the inherent spatial variation of soil properties. In this paper, the effects of spatial variability of soil permeability on soil consolidation by PVDs are investigated stochastically, and the corresponding uncertainty associated with the degree of consolidation is statistically quantified and analyzed.
    publisherAmerican Society of Civil Engineers
    titleProbabilistic Analysis of Soil Consolidation via Prefabricated Vertical Drains
    typeJournal Paper
    journal volume13
    journal issue6
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/(ASCE)GM.1943-5622.0000244
    treeInternational Journal of Geomechanics:;2013:;Volume ( 013 ):;issue: 006
    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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