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    Physical and Numerical Modeling of Dynamic Penetration of Ship Anchor in Clay 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2019:;Volume ( 145 ):;issue: 001
    Author(s): Congcong Han; Xuejian Chen; Jun Liu
    Publisher: American Society of Civil Engineers
    Abstract: The drop/drag process of ship anchors poses a severe threat to the underwater facilities lying on or embedded within the seabed/riverbed. To investigate the penetration depth of ship anchors within clayey seabed under ...
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    Advanced Method for Improving Verticality of Dynamically Installed Anchors during Free Fall in Water 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2024:;Volume ( 150 ):;issue: 005:;page 04024011-1
    Author(s): Jun Liu; Wei You; Jianfeng Ye; Congcong Han
    Publisher: American Society of Civil Engineers
    Abstract: The verticality of a dynamically installed anchor (DIA) during free fall in water is vital for successful installation of the anchor within the seabed. Two lines, a deployment line and a mooring chain, are usually used to ...
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    Innovative Booster for Dynamic Installation of OMNI-Max Anchor in Clay: Numerical Modeling 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2022:;Volume ( 148 ):;issue: 001:;page 04021043
    Author(s): Jun Liu; Lianghui Liu; Congcong Han
    Publisher: ASCE
    Abstract: An innovative booster is proposed with the aim of increasing the final penetration depth of the OMNI-Max anchor in the clayey seabed with high strength gradient. The booster is attached to the tail of the OMNI-Max anchor, ...
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    DSpace software copyright © 2002-2015  DuraSpace
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