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    Estimating Sliding and Penetrating Resistances of a Tolerably Mobile Subsea Mudmat: Large Deformation Modeling and Theoretical Framework 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2025:;Volume ( 151 ):;issue: 006:;page 04025039-1
    Author(s): Kehan Liu; Dong Wang; Dengfeng Fu
    Publisher: American Society of Civil Engineers
    Abstract: A tolerably mobile mudmat suffers from long-term maintained self-weight and periodic sliding events with intervening consolidation during its whole life, resulting in changes in seabed strength and mudmat capacity. In this ...
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    Bearing Performance of Finned Suction Caissons under Combined VHMT Loading in Clay 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2024:;Volume ( 150 ):;issue: 005:;page 04024031-1
    Author(s): Dengfeng Fu; Zefeng Zhou; Dhruba Lal Pradhan; Yue Yan
    Publisher: ASCE
    Abstract: This paper reports numerical investigations on the bearing performance of a novel finned suction caisson foundation under combined vertical, horizontal, moment, and torsional loading in clay. From comprehensive comparison ...
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    Interpretation of the Torsional Resistance of Shallowly Embedded Hemiball Penetrometer 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2020:;Volume ( 146 ):;issue: 004
    Author(s): Yue Yan; Youhu Zhang; Dengfeng Fu; Yinghui Tian
    Publisher: ASCE
    Abstract: The hemiball penetrometer is a geotechnical device developed to measure the property of surficial seabed sediments (<0.5  m), which is of most significance for pipeline design and for situations in which traditional ...
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    Uniaxial Capacities of Skirted Circular Foundations in Clay 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2017:;Volume ( 143 ):;issue: 007
    Author(s): Dengfeng Fu; Christophe Gaudin; Yinghui Tian; Mark J. Cassidy; Britta Bienen
    Publisher: American Society of Civil Engineers
    Abstract: Results of finite-element analyses calculating the undrained capacities of skirted circular foundations under uniaxial vertical, horizontal, and moment loading are presented. Parallel finite-element analyses using both the ...
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