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    An Isotach Approach for Considering the Rate-Dependent Axial-Loading Behavior of Open Steel Piles Driven in Chalk

    Source: International Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 010::page 04025212-1
    Author:
    Wen, Kai
    ,
    Jardine, Richard J.
    ,
    Kontoe, Stavroula
    ,
    Liu, Tingfa
    DOI: 10.1061/IJGNAI.GMENG-11495
    Publisher: American Society of Civil Engineers
    Abstract: Abstract This paper analyzes the effects of loading rate on the axial shaft capacity and stiffness for piles driven in the low-to-medium density chalk, taking advantage of a series of field maintained load (ML) tests. As with sands and clays, the axial ...
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      An Isotach Approach for Considering the Rate-Dependent Axial-Loading Behavior of Open Steel Piles Driven in Chalk

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4312548
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    • International Journal of Geomechanics

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    contributor authorWen, Kai
    contributor authorJardine, Richard J.
    contributor authorKontoe, Stavroula
    contributor authorLiu, Tingfa
    date accessioned2026-08-20T11:41:46Z
    date available2026-08-20T11:41:46Z
    date copyright2025/07/24
    date issued2025
    identifier otherIJGNAI.GMENG-11495.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4312548
    description abstractAbstract This paper analyzes the effects of loading rate on the axial shaft capacity and stiffness for piles driven in the low-to-medium density chalk, taking advantage of a series of field maintained load (ML) tests. As with sands and clays, the axial ...
    publisherAmerican Society of Civil Engineers
    titleAn Isotach Approach for Considering the Rate-Dependent Axial-Loading Behavior of Open Steel Piles Driven in Chalk
    typeJournal Article
    journal volume25
    journal issue10
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/IJGNAI.GMENG-11495
    journal fristpage04025212-1
    journal lastpage04025212-13
    page13
    treeInternational Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 010
    contenttypeFulltext
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