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    Stiffness Constants of Single Piles

    Source: Journal of Geotechnical Engineering:;1983:;Volume ( 109 ):;issue: 007
    Author:
    Milos Novak
    ,
    Bahaa El Sharnouby
    DOI: 10.1061/(ASCE)0733-9410(1983)109:7(961)
    Publisher: American Society of Civil Engineers
    Abstract: Stiffness constants and constants of equivalent viscous damping are presented for single, vertical piles in the form of tables and charts. The soil shear modulus is either constant or varies with depth according to a quadratic parabola. The butt is either fixed or pinned. The piles are presumed to be both end bearing and pinned. Geometric as well as material damping is considered.
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      Stiffness Constants of Single Piles

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/19425
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    contributor authorMilos Novak
    contributor authorBahaa El Sharnouby
    date accessioned2017-05-08T20:33:20Z
    date available2017-05-08T20:33:20Z
    date copyrightJuly 1983
    date issued1983
    identifier other%28asce%290733-9410%281983%29109%3A7%28961%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/19425
    description abstractStiffness constants and constants of equivalent viscous damping are presented for single, vertical piles in the form of tables and charts. The soil shear modulus is either constant or varies with depth according to a quadratic parabola. The butt is either fixed or pinned. The piles are presumed to be both end bearing and pinned. Geometric as well as material damping is considered.
    publisherAmerican Society of Civil Engineers
    titleStiffness Constants of Single Piles
    typeJournal Paper
    journal volume109
    journal issue7
    journal titleJournal of Geotechnical Engineering
    identifier doi10.1061/(ASCE)0733-9410(1983)109:7(961)
    treeJournal of Geotechnical Engineering:;1983:;Volume ( 109 ):;issue: 007
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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