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    Lateral Inertial Pile–Soil Interaction Using an Analytical Model

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2025:;Volume ( 151 ):;issue: 012::page 04025159-1
    Author:
    Worku, Asrat
    ,
    Endeshaw, Mathewos
    DOI: 10.1061/JGGEFK.GTENG-13875
    Publisher: American Society of Civil Engineers
    Abstract: AbstractThe lateral inertial response of a single laterally loaded flexible pile embedded in soil with different depth-wise stiffness profiles is investigated using a recently developed two-parameter foundation model that explicitly incorporates shear ...
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      Lateral Inertial Pile–Soil Interaction Using an Analytical Model

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4311485
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    • Journal of Geotechnical and Geoenvironmental Engineering

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    contributor authorWorku, Asrat
    contributor authorEndeshaw, Mathewos
    date accessioned2026-08-20T10:57:03Z
    date available2026-08-20T10:57:03Z
    date copyright2025/10/14
    date issued2025
    identifier otherJGGEFK.GTENG-13875.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4311485
    description abstractAbstractThe lateral inertial response of a single laterally loaded flexible pile embedded in soil with different depth-wise stiffness profiles is investigated using a recently developed two-parameter foundation model that explicitly incorporates shear ...
    publisherAmerican Society of Civil Engineers
    titleLateral Inertial Pile–Soil Interaction Using an Analytical Model
    typeJournal Article
    journal volume151
    journal issue12
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/JGGEFK.GTENG-13875
    journal fristpage04025159-1
    journal lastpage04025159-15
    page15
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2025:;Volume ( 151 ):;issue: 012
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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