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    Normalized Shear Modulus and Material Damping Models for Transitional Silts with Application to the Pacific Northwest

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2025:;Volume ( 151 ):;issue: 009::page 04025091-1
    Author:
    Alemu, Besrat E.
    ,
    Stuedlein, Armin W.
    ,
    Xu, Zhongze
    ,
    Stokoe, Kenneth H.
    DOI: 10.1061/JGGEFK.GTENG-13261
    Publisher: American Society of Civil Engineers
    Abstract: AbstractShear modulus reduction and material damping models for transitional silts are developed using a database of cyclic torsional-shear and cyclic direct simple shear test specimens from experimental programs conducted throughout the US Pacific ...
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      Normalized Shear Modulus and Material Damping Models for Transitional Silts with Application to the Pacific Northwest

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/4311405
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    • Journal of Geotechnical and Geoenvironmental Engineering

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    contributor authorAlemu, Besrat E.
    contributor authorStuedlein, Armin W.
    contributor authorXu, Zhongze
    contributor authorStokoe, Kenneth H.
    date accessioned2026-08-20T10:53:39Z
    date available2026-08-20T10:53:39Z
    date copyright2025/06/26
    date issued2025
    identifier otherJGGEFK.GTENG-13261.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4311405
    description abstractAbstractShear modulus reduction and material damping models for transitional silts are developed using a database of cyclic torsional-shear and cyclic direct simple shear test specimens from experimental programs conducted throughout the US Pacific ...
    publisherAmerican Society of Civil Engineers
    titleNormalized Shear Modulus and Material Damping Models for Transitional Silts with Application to the Pacific Northwest
    typeJournal Article
    journal volume151
    journal issue9
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/JGGEFK.GTENG-13261
    journal fristpage04025091-1
    journal lastpage04025091-18
    page18
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2025:;Volume ( 151 ):;issue: 009
    contenttypeFulltext
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