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    Inverse Analysis of Geotechnical Parameters on Improved Soft Bangkok Clay

    Source: Journal of Geotechnical Engineering:;1992:;Volume ( 118 ):;issue: 007
    Author:
    Dennes T. Bergado
    ,
    Apollo S. Enriques
    ,
    Casan L. Sampaco
    ,
    Marolo C. Alfaro,
    ,
    A. S. Balasubramaniam
    DOI: 10.1061/(ASCE)0733-9410(1992)118:7(1012)
    Publisher: American Society of Civil Engineers
    Abstract: Deformation, strength, and flow parameters were determined by inverse analyses on geotechnical data obtained from two full‐scale test embankments constructed on improved soft Bangkok clay. One site was improved with prefabricated vertical drains (PVD), and an adjacent site was improved with compacted granular piles (CGP). In the PVD site, the ratio of
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      Inverse Analysis of Geotechnical Parameters on Improved Soft Bangkok Clay

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    http://yetl.yabesh.ir/yetl1/handle/yetl/21080
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    contributor authorDennes T. Bergado
    contributor authorApollo S. Enriques
    contributor authorCasan L. Sampaco
    contributor authorMarolo C. Alfaro,
    contributor authorA. S. Balasubramaniam
    date accessioned2017-05-08T20:36:34Z
    date available2017-05-08T20:36:34Z
    date copyrightJuly 1992
    date issued1992
    identifier other%28asce%290733-9410%281992%29118%3A7%281012%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/21080
    description abstractDeformation, strength, and flow parameters were determined by inverse analyses on geotechnical data obtained from two full‐scale test embankments constructed on improved soft Bangkok clay. One site was improved with prefabricated vertical drains (PVD), and an adjacent site was improved with compacted granular piles (CGP). In the PVD site, the ratio of
    publisherAmerican Society of Civil Engineers
    titleInverse Analysis of Geotechnical Parameters on Improved Soft Bangkok Clay
    typeJournal Paper
    journal volume118
    journal issue7
    journal titleJournal of Geotechnical Engineering
    identifier doi10.1061/(ASCE)0733-9410(1992)118:7(1012)
    treeJournal of Geotechnical Engineering:;1992:;Volume ( 118 ):;issue: 007
    contenttypeFulltext
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