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    Flood Inundation-Induced Bridge Pressure Scour: Developing New Prediction Equations and Exploring Machine-Learning Methods 

    Source: Journal of Hydraulic Engineering:;2026:;Volume ( 152 ):;issue: 003:;page 04026004-1
    Author(s): Tang, Zihao; Yang, Yifan; Melville, Bruce; Xie, Yushu
    Publisher: American Society of Civil Engineers
    Abstract: AbstractBridge pressure scour occurs when the bridge deck is inundated during a flood event, causing significant threats to the stability of local streambeds and bridge foundations. In the present study, new flume experiments ...
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    Study on the Applicability of Foam Concrete for Filling Restricted Spaces in Ultralong Distance Tunnels 

    Source: Journal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 012:;page 04025454-1
    Author(s): Li, Tingyu; Li, Chunbao; Chen, Haiyang; Yu, Rangang; Han, Mengxin; Zhu, Xiuxing; Yan, Shuheng; Yang, Yifan; Wang, Haipeng; Yin, Chuanzhi
    Publisher: American Society of Civil Engineers
    Abstract: AbstractThis study aims to investigate the applicability of foam concrete for filling confined space in ultralong distance tunnels. In this context, foam concrete should achieve high fluidity while maintaining good compressive ...
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    Clear-Water Local Scour at Skewed Complex Bridge Piers 

    Source: Journal of Hydraulic Engineering:;2018:;Volume ( 144 ):;issue: 006
    Author(s): Yang Yifan;Melville Bruce W.;Sheppard D. M.;Shamseldin Asaad Y.
    Publisher: American Society of Civil Engineers
    Abstract: An experimental study on flow-induced clear-water local scour at complex bridge piers was conducted using two typical pier models, nine pile-cap elevations, and seven pier skew angles from ° to 9° with a 15° interval. ...
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