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    Pier and Abutment Scour: Integrated Approach

    Source: Journal of Hydraulic Engineering:;1997:;Volume ( 123 ):;issue: 002
    Author:
    Bruce W. Melville
    DOI: 10.1061/(ASCE)0733-9429(1997)123:2(125)
    Publisher: American Society of Civil Engineers
    Abstract: This paper summarizes many of the results from an extensive program of bridge scour research undertaken at The University of Auckland, New Zealand. An integrated approach to the estimation of local scour depth at bridge piers and abutments, collectively termed bridge foundations, is presented. The design method is based on empirical relations, termed
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      Pier and Abutment Scour: Integrated Approach

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    http://yetl.yabesh.ir/yetl1/handle/yetl/24395
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    contributor authorBruce W. Melville
    date accessioned2017-05-08T20:42:45Z
    date available2017-05-08T20:42:45Z
    date copyrightFebruary 1997
    date issued1997
    identifier other%28asce%290733-9429%281997%29123%3A2%28125%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/24395
    description abstractThis paper summarizes many of the results from an extensive program of bridge scour research undertaken at The University of Auckland, New Zealand. An integrated approach to the estimation of local scour depth at bridge piers and abutments, collectively termed bridge foundations, is presented. The design method is based on empirical relations, termed
    publisherAmerican Society of Civil Engineers
    titlePier and Abutment Scour: Integrated Approach
    typeJournal Paper
    journal volume123
    journal issue2
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1997)123:2(125)
    treeJournal of Hydraulic Engineering:;1997:;Volume ( 123 ):;issue: 002
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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