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    Bearing Capacity of Piles in Soft Clay Underlaid by Cohesive Frictional Soil

    Source: International Journal of Geomechanics:;2013:;Volume ( 013 ):;issue: 003
    Author:
    Debarghya
    ,
    Chakraborty
    ,
    Jyant
    ,
    Kumar
    DOI: 10.1061/(ASCE)GM.1943-5622.0000211
    Publisher: American Society of Civil Engineers
    Abstract: By using the axisymmetric quasi-lower bound finite-element limit analysis, the bearing capacity factors
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      Bearing Capacity of Piles in Soft Clay Underlaid by Cohesive Frictional Soil

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    https://yetl.yabesh.ir/yetl1/handle/yetl/61612
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    • International Journal of Geomechanics

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    contributor authorDebarghya
    contributor authorChakraborty
    contributor authorJyant
    contributor authorKumar
    date accessioned2017-05-08T21:45:33Z
    date available2017-05-08T21:45:33Z
    date copyrightJune 2013
    date issued2013
    identifier other%28asce%29gm%2E1943-5622%2E0000223.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/61612
    description abstractBy using the axisymmetric quasi-lower bound finite-element limit analysis, the bearing capacity factors
    publisherAmerican Society of Civil Engineers
    titleBearing Capacity of Piles in Soft Clay Underlaid by Cohesive Frictional Soil
    typeJournal Paper
    journal volume13
    journal issue3
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/(ASCE)GM.1943-5622.0000211
    treeInternational Journal of Geomechanics:;2013:;Volume ( 013 ):;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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