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    Soil Failure Mechanisms and End-Bearing Factors of Dynamically Conical Penetrometers in Clay: LDFE-Based Insights

    Source: International Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 004::page 04026025-1
    Author:
    Tang, Chao
    ,
    Wu, Xiaoni
    ,
    Chen, JinJian
    ,
    Wang, Teng
    DOI: 10.1061/IJGNAI.GMENG-12752
    Publisher: American Society of Civil Engineers
    Abstract: Abstract Dynamically conical penetrometers, such as free-fall penetrometers (FFPs) and dynamically installed anchors (DIAs), are promising solutions for offshore site investigation and anchoring in clay. However, the influence of soil failure mechanisms ...
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      Soil Failure Mechanisms and End-Bearing Factors of Dynamically Conical Penetrometers in Clay: LDFE-Based Insights

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4314018
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    • International Journal of Geomechanics

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    contributor authorTang, Chao
    contributor authorWu, Xiaoni
    contributor authorChen, JinJian
    contributor authorWang, Teng
    date accessioned2026-08-20T21:08:40Z
    date available2026-08-20T21:08:40Z
    date copyright2026/01/20
    date issued2026
    identifier otherIJGNAI.GMENG-12752.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4314018
    description abstractAbstract Dynamically conical penetrometers, such as free-fall penetrometers (FFPs) and dynamically installed anchors (DIAs), are promising solutions for offshore site investigation and anchoring in clay. However, the influence of soil failure mechanisms ...
    publisherAmerican Society of Civil Engineers
    titleSoil Failure Mechanisms and End-Bearing Factors of Dynamically Conical Penetrometers in Clay: LDFE-Based Insights
    typeJournal Article
    journal volume26
    journal issue4
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/IJGNAI.GMENG-12752
    journal fristpage04026025-1
    journal lastpage04026025-15
    page15
    treeInternational Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 004
    contenttypeFulltext
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