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    Development of Downdrag on Piles and Pile Groups in Consolidating Soil

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2004:;Volume ( 130 ):;issue: 009
    Author:
    C. J. Lee
    ,
    Charles W. W. Ng
    DOI: 10.1061/(ASCE)1090-0241(2004)130:9(905)
    Publisher: American Society of Civil Engineers
    Abstract: Development of pile settlement (downdrag) of piles constructed in consolidating soil may lead to serious pile foundation design problems. The investigation of downdrag has attracted far less attention than the study of dragload over the years. In this paper, several series of two-dimensional axisymmetric and three-dimensional numerical parametric analyses were conducted to study the behavior of single piles and piles in
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      Development of Downdrag on Piles and Pile Groups in Consolidating Soil

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    http://yetl.yabesh.ir/yetl1/handle/yetl/52559
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    contributor authorC. J. Lee
    contributor authorCharles W. W. Ng
    date accessioned2017-05-08T21:28:02Z
    date available2017-05-08T21:28:02Z
    date copyrightSeptember 2004
    date issued2004
    identifier other%28asce%291090-0241%282004%29130%3A9%28905%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/52559
    description abstractDevelopment of pile settlement (downdrag) of piles constructed in consolidating soil may lead to serious pile foundation design problems. The investigation of downdrag has attracted far less attention than the study of dragload over the years. In this paper, several series of two-dimensional axisymmetric and three-dimensional numerical parametric analyses were conducted to study the behavior of single piles and piles in
    publisherAmerican Society of Civil Engineers
    titleDevelopment of Downdrag on Piles and Pile Groups in Consolidating Soil
    typeJournal Paper
    journal volume130
    journal issue9
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(2004)130:9(905)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2004:;Volume ( 130 ):;issue: 009
    contenttypeFulltext
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