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    Numerical Studies of Bearing-Capacity Factor <b><i>N</i></b><sub>γ</sub> 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1997:;Volume ( 123 ):;issue: 001
    Author(s): Sam Frydman; Harvey J. Burd
    Publisher: American Society of Civil Engineers
    Abstract: Plane-strain, finite-element, and finite-difference computations of the bearing-capacity factor,
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    Discussion of “Bearing Capacity of Footings over Two-Layer Foundation Soils” by Radoslaw L. Michalowski and Lei Shi 

    Source: Journal of Geotechnical Engineering:;1996:;Volume ( 122 ):;issue: 008
    Author(s): Harvey J. Burd; Sam Frydman
    Publisher: American Society of Civil Engineers
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    Modeling Lifetime Performance of Monopile Foundations for Offshore Wind Applications 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2023:;Volume ( 149 ):;issue: 008:;page 04023051-1
    Author(s): Christelle N. Abadie; William J. A. P. Beuckelaers; Byron W. Byrne; Guy T. Houlsby; Harvey J. Burd; Ross McAdam
    Publisher: ASCE
    Abstract: This paper explores the application of a numerical method for modeling pseudorandom cyclic loading, at very large cycle numbers, to the design of offshore wind turbine foundations. The work expands the development of a ...
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    Discussion and Closure: Numerical Studies of Bearing-Capacity Factor <i>N</i><sub>γ</sub> 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1998:;Volume ( 124 ):;issue: 005
    Author(s): Abdul-Hamid Soubra; Christelle Bay; Jean-Georges Sieffert; Sam Frydman; Harvey J. Burd
    Publisher: American Society of Civil Engineers
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    Flume Tank Testing of Offshore Wind Turbine Dynamics with Foundation Scour and Scour Protection 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2020:;Volume ( 146 ):;issue: 005
    Author(s): Russell O. Mayall; Ross A. McAdam; Richard J. S. Whitehouse; Harvey J. Burd; Byron W. Byrne; Steven G. Heald; Brian B. Sheil; Phillipa L. Slater
    Publisher: ASCE
    Abstract: Scour erosion processes can occur at seabed level around offshore wind turbine monopile foundations. These scour processes are often especially severe at sites where mobile sediments, such as sands, are present in the ...
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    Numerical Modeling of the Influence of Scour and Scour Protection on Monopile Dynamic Behavior 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2025:;Volume ( 151 ):;issue: 001:;page 04024019-1
    Author(s): Russell O. Mayall; Harvey J. Burd; Ross A. McAdam; Byron W. Byrne; Richard J. S. Whitehouse; Steven G. Heald; Phillipa L. Slater
    Publisher: American Society of Civil Engineers
    Abstract: Scour of seabed sediments can occur around offshore foundations. For monopile-supported offshore wind turbine structures, the reduction in foundation stiffness due to scour presents certain operational challenges. In cases ...
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