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    Review of Handbook of Coastal and Ocean Engineering, Edited by Young C. Kim 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2011:;Volume ( 137 ):;issue: 002
    Author(s): Richard J. S. Whitehouse
    Publisher: American Society of Civil Engineers
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    Scour Development around Large-Diameter Monopiles in Cohesive Soils: Evidence from the Field 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2017:;Volume ( 143 ):;issue: 005
    Author(s): John M. Harris; Richard J. S. Whitehouse
    Publisher: American Society of Civil Engineers
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    Bed-Load Sediment Transport on Steep Longitudinal Slopes 

    Source: Journal of Hydraulic Engineering:;1997:;Volume ( 123 ):;issue: 012
    Author(s): Jesper S. Damgaard; Richard J. S. Whitehouse; Richard L. Soulsby
    Publisher: American Society of Civil Engineers
    Abstract: The results of new experiments on bed load transport on steep longitudinal slopes are presented. The experiments were carried out in a large tilting duct with a fine sand (
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    Discussion of “Inception of Sediment Transport on Steep Slopes” by Richard J. S. Whitehouse, Richard L. Soulsby, and Jesper S. Damgaard 

    Source: Journal of Hydraulic Engineering:;2000:;Volume ( 126 ):;issue: 007
    Author(s): Richard J. S. Whitehouse; Richard L. Soulsby; Jesper S. Damgaard
    Publisher: American Society of Civil Engineers
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    Hindcast Modeling of Morphodynamic Changes and UXO Burial Caused by Hurricane Matthew 2016, Fort Pierce, Florida 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2025:;Volume ( 151 ):;issue: 005:;page 04025019-1
    Author(s): Sebastian Escobar; Richard J. S. Whitehouse; Tommaso Attili; Thomas Benson; Michiel A. Knaapen
    Publisher: American Society of Civil Engineers
    Abstract: We simulate the burial and exposure of potential UneXploded Ordnance (UXO) during Hurricane Matthew 2016 on the Fort Pierce Naval Amphibious Training Base, Florida (USA). We used a large-scale model to simulate currents, ...
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    Inception of Sediment Transport on Steep Slopes 

    Source: Journal of Hydraulic Engineering:;2000:;Volume ( 126 ):;issue: 007
    Author(s): Walter H. Graf; Richard J. S. Whitehouse; Richard L. Soulsby; Jesper S. Damgaard
    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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