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    Wave Scour around a Pile in Sand, Medium Dense, and Dense Silt 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2007:;Volume ( 133 ):;issue: 001
    Author(s): B. Mutlu Sumer; Figen Hatipoglu; Jørgen Fredsøe
    Publisher: American Society of Civil Engineers
    Abstract: This paper summarizes the results of an experimental investigation on wave scour around a circular pile in three kinds of soil, namely in dense silt (with a relative density of
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    Suction Removal of Sediment from between Armor Blocks. II: Waves 

    Source: Journal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 010
    Author(s): Figen Hatipoglu Dixen; B. Mutlu Sumer; Jørgen Fredsøe
    Publisher: American Society of Civil Engineers
    Abstract: When a stone/armor layer on a sand bed is exposed to flow, the sand underneath will be agitated by the flow turbulence. When the flow velocity reaches a critical value, the sand will be sucked (winnowed out) from between ...
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    Critical Flotation Density of Pipelines in Soils Liquefied by Waves and Density of Liquefied Soils 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2006:;Volume ( 132 ):;issue: 004
    Author(s): B. Mutlu Sumer; Figen Hatipoglu; Jørgen Fredsøe; Niels-Erik Ottesen Hansen
    Publisher: American Society of Civil Engineers
    Abstract: This paper summarizes the results of an experimental and theoretical investigation of: (1) pipeline flotation in a soil (liquefied under waves); and (2) density of the liquefied soil. In the experiments, the soil was silt with
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