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    Bridge Embankments. I: Seismic Risk Assessment and Ranking

    Source: Journal of Performance of Constructed Facilities:;2008:;Volume ( 022 ):;issue: 003
    Author:
    W. A. Zatar
    ,
    I. E. Harik
    ,
    K. G. Sutterer
    ,
    A. Dodds
    DOI: 10.1061/(ASCE)0887-3828(2008)22:3(171)
    Publisher: American Society of Civil Engineers
    Abstract: The objective of this study is to provide a simple methodology to conduct preliminary seismic assessment and ranking of bridge embankments in order to identify and prioritize embankments that are susceptible to failure. A ranking model that provides a priority list of embankments with the highest seismic risk of failure is generated. A step-by-step methodology is presented in a flowchart to estimate the seismic slope stability capacity/demand ratio, displacement, and liquefaction potential of bridge embankments. Three categories are presented to identify the failure risk of the embankments. The ranking model is useful for a quick sensitivity assessment of the effect of various site conditions, earthquake magnitudes, and site geometry on possible movement of designated embankments. The priority list will enable decision makers to decide on either carrying out further detailed evaluation or consider other appropriate actions for the bridge embankments with the highest seismic failure risk.
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      Bridge Embankments. I: Seismic Risk Assessment and Ranking

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/44559
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    • Journal of Performance of Constructed Facilities

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    contributor authorW. A. Zatar
    contributor authorI. E. Harik
    contributor authorK. G. Sutterer
    contributor authorA. Dodds
    date accessioned2017-05-08T21:15:24Z
    date available2017-05-08T21:15:24Z
    date copyrightJune 2008
    date issued2008
    identifier other%28asce%290887-3828%282008%2922%3A3%28171%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/44559
    description abstractThe objective of this study is to provide a simple methodology to conduct preliminary seismic assessment and ranking of bridge embankments in order to identify and prioritize embankments that are susceptible to failure. A ranking model that provides a priority list of embankments with the highest seismic risk of failure is generated. A step-by-step methodology is presented in a flowchart to estimate the seismic slope stability capacity/demand ratio, displacement, and liquefaction potential of bridge embankments. Three categories are presented to identify the failure risk of the embankments. The ranking model is useful for a quick sensitivity assessment of the effect of various site conditions, earthquake magnitudes, and site geometry on possible movement of designated embankments. The priority list will enable decision makers to decide on either carrying out further detailed evaluation or consider other appropriate actions for the bridge embankments with the highest seismic failure risk.
    publisherAmerican Society of Civil Engineers
    titleBridge Embankments. I: Seismic Risk Assessment and Ranking
    typeJournal Paper
    journal volume22
    journal issue3
    journal titleJournal of Performance of Constructed Facilities
    identifier doi10.1061/(ASCE)0887-3828(2008)22:3(171)
    treeJournal of Performance of Constructed Facilities:;2008:;Volume ( 022 ):;issue: 003
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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