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    Novel Approach for Assessing Pile Base Response

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2026:;Volume ( 152 ):;issue: 006::page 04026026-1
    Author:
    Cesaro, Raffaele
    ,
    Salgado, Rodrigo
    ,
    Prezzi, Monica
    ,
    Di Laora, Raffaele
    ,
    Mandolini, Alessandro
    DOI: 10.1061/JGGEFK.GTENG-13747
    Publisher: American Society of Civil Engineers
    Abstract: AbstractThis paper proposes a numerical approach to evaluate the base load–settlement response of cast-in-situ piles in sandy soils. The method assumes that the load response of the pile base can be modeled as the response of a rigid disk on a nonlinear-...
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      Novel Approach for Assessing Pile Base Response

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/4311467
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    contributor authorCesaro, Raffaele
    contributor authorSalgado, Rodrigo
    contributor authorPrezzi, Monica
    contributor authorDi Laora, Raffaele
    contributor authorMandolini, Alessandro
    date accessioned2026-08-20T10:56:12Z
    date available2026-08-20T10:56:12Z
    date copyright2026/03/19
    date issued2026
    identifier otherJGGEFK.GTENG-13747.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4311467
    description abstractAbstractThis paper proposes a numerical approach to evaluate the base load–settlement response of cast-in-situ piles in sandy soils. The method assumes that the load response of the pile base can be modeled as the response of a rigid disk on a nonlinear-...
    publisherAmerican Society of Civil Engineers
    titleNovel Approach for Assessing Pile Base Response
    typeJournal Article
    journal volume152
    journal issue6
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/JGGEFK.GTENG-13747
    journal fristpage04026026-1
    journal lastpage04026026-17
    page17
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2026:;Volume ( 152 ):;issue: 006
    contenttypeFulltext
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