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    Dynamic Responses of Embankment Resting on Liquefiable Foundation Soil under Pulse- and Nonpulse-Type Ground Motions

    Source: International Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 008::page 04025165-1
    Author:
    Chakraborty, Abhijit
    ,
    Ghosh, Priyanka
    DOI: 10.1061/IJGNAI.GMENG-11437
    Publisher: American Society of Civil Engineers
    Abstract: Abstract This study examines the fragility response of an earthen embankment supported on a liquefiable deposit subjected to pulse and nonpulse ground motions. Fragility curves are developed based on two key parameters, namely, median seismic intensity ...
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      Dynamic Responses of Embankment Resting on Liquefiable Foundation Soil under Pulse- and Nonpulse-Type Ground Motions

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4312459
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    contributor authorChakraborty, Abhijit
    contributor authorGhosh, Priyanka
    date accessioned2026-08-20T11:37:22Z
    date available2026-08-20T11:37:22Z
    date copyright2025/06/09
    date issued2025
    identifier otherIJGNAI.GMENG-11437.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4312459
    description abstractAbstract This study examines the fragility response of an earthen embankment supported on a liquefiable deposit subjected to pulse and nonpulse ground motions. Fragility curves are developed based on two key parameters, namely, median seismic intensity ...
    publisherAmerican Society of Civil Engineers
    titleDynamic Responses of Embankment Resting on Liquefiable Foundation Soil under Pulse- and Nonpulse-Type Ground Motions
    typeJournal Article
    journal volume25
    journal issue8
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/IJGNAI.GMENG-11437
    journal fristpage04025165-1
    journal lastpage04025165-11
    page11
    treeInternational Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 008
    contenttypeFulltext
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