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    Excess Pore Pressure Generation and Liquefaction of Gravelly Soil

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2025:;Volume ( 151 ):;issue: 012::page 04025148-1
    Author:
    Jana, Amalesh
    ,
    Stuedlein, Armin W.
    DOI: 10.1061/JGGEFK.GTENG-13721
    Publisher: American Society of Civil Engineers
    Abstract: AbstractThis study outlines a probabilistic cyclic shear strain-based procedure for the determination of the minimum shear strain, γcl, required to initiate liquefaction in gravelly soils. The proposed formulation accounts for the influence of void ratio ...
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      Excess Pore Pressure Generation and Liquefaction of Gravelly Soil

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4311463
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    contributor authorJana, Amalesh
    contributor authorStuedlein, Armin W.
    date accessioned2026-08-20T10:56:03Z
    date available2026-08-20T10:56:03Z
    date copyright2025/09/19
    date issued2025
    identifier otherJGGEFK.GTENG-13721.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4311463
    description abstractAbstractThis study outlines a probabilistic cyclic shear strain-based procedure for the determination of the minimum shear strain, γcl, required to initiate liquefaction in gravelly soils. The proposed formulation accounts for the influence of void ratio ...
    publisherAmerican Society of Civil Engineers
    titleExcess Pore Pressure Generation and Liquefaction of Gravelly Soil
    typeJournal Article
    journal volume151
    journal issue12
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/JGGEFK.GTENG-13721
    journal fristpage04025148-1
    journal lastpage04025148-20
    page20
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2025:;Volume ( 151 ):;issue: 012
    contenttypeFulltext
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