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    Compaction Beneath Flexible Pavement due to Traffic

    Source: Journal of Geotechnical Engineering:;1990:;Volume ( 116 ):;issue: 011
    Author:
    Andrzej Sawicki
    ,
    Waldemar Świdziński
    DOI: 10.1061/(ASCE)0733-9410(1990)116:11(1738)
    Publisher: American Society of Civil Engineers
    Abstract: The behavior of the pavement-subsoil system is analyzed from compaction due to traffic. A method of analysis is proposed based on the simple compaction theory and numerical algorithm that makes use of a standard finite element code for an elastic medium in plane strain conditions. Numerical results, computed for typical data, illustrate the method. Some conclusions of practical importance are drawn.
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      Compaction Beneath Flexible Pavement due to Traffic

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    http://yetl.yabesh.ir/yetl1/handle/yetl/20570
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    contributor authorAndrzej Sawicki
    contributor authorWaldemar Świdziński
    date accessioned2017-05-08T20:35:34Z
    date available2017-05-08T20:35:34Z
    date copyrightNovember 1990
    date issued1990
    identifier other%28asce%290733-9410%281990%29116%3A11%281738%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/20570
    description abstractThe behavior of the pavement-subsoil system is analyzed from compaction due to traffic. A method of analysis is proposed based on the simple compaction theory and numerical algorithm that makes use of a standard finite element code for an elastic medium in plane strain conditions. Numerical results, computed for typical data, illustrate the method. Some conclusions of practical importance are drawn.
    publisherAmerican Society of Civil Engineers
    titleCompaction Beneath Flexible Pavement due to Traffic
    typeJournal Paper
    journal volume116
    journal issue11
    journal titleJournal of Geotechnical Engineering
    identifier doi10.1061/(ASCE)0733-9410(1990)116:11(1738)
    treeJournal of Geotechnical Engineering:;1990:;Volume ( 116 ):;issue: 011
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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