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    Validating Dynamic Identification of Foundation Scour Based on Large-Scale Water Flumes 

    Source: Journal of Bridge Engineering:;2023:;Volume ( 028 ):;issue: 012:;page 04023100-1
    Author(s): Xiaolong Ma; Wen Xiong; Rongzhao Zhang; C. S. Cai
    Publisher: ASCE
    Abstract: Recently, bridge collapse accidents have become increasingly frequent during the flooding season, and foundation scour is one of the main reasons. Tracking scour evolution accurately is a key premise for preventing and ...
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    Safety-Margin Design for Gravity-Type Anchorage of Suspension Bridges over 2,000 m Long Based on Target Reliability 

    Source: Journal of Bridge Engineering:;2024:;Volume ( 029 ):;issue: 003:;page 04024003-1
    Author(s): Wen Xiong; Chao Jiang; Tao Wang; Rengui Wang; Xiaoyi Zhou
    Publisher: ASCE
    Abstract: The traditional design method, with overall factors of safety, is still employed in Chinese specifications for gravity-type anchorages (GTAs) in suspension bridges. In this work, we investigated the safety-margin design ...
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    Fragility Evaluation of Bridge Pile Foundation Considering Scour Development under Floods 

    Source: Journal of Bridge Engineering:;2024:;Volume ( 029 ):;issue: 008:;page 04024052-1
    Author(s): Daniu Zhang; Wen Xiong; Xiaolong Ma; C. S. Cai
    Publisher: American Society of Civil Engineers
    Abstract: Flooding occurrences have become increasingly severe, posing a serious danger to end-user safety and bridge resilience. As flood fragility assessment is a valuable tool for promoting the resilience of bridges to climate ...
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    Reliable Bridge Scour Simulation Using Eulerian Two-Phase Flow Theory 

    Source: Journal of Computing in Civil Engineering:;2016:;Volume ( 030 ):;issue: 005
    Author(s): Wen Xiong; Pingbo Tang; Bo Kong; C. S. Cai
    Publisher: American Society of Civil Engineers
    Abstract: A CFD-based simulation methodology for bridge scour using an Eulerian two-phase flow model is proposed in the present study. The basic conservation equations and four unique simulation issues are firstly addressed during ...
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    CFD Simulations and Analyses for Bridge-Scour Development Using a Dynamic-Mesh Updating Technique 

    Source: Journal of Computing in Civil Engineering:;2016:;Volume ( 030 ):;issue: 001
    Author(s): Wen Xiong; C. S. Cai; Bo Kong; Xuan Kong
    Publisher: American Society of Civil Engineers
    Abstract: A computational fluid dynamics (CFD)-based simulation methodology using a dynamic mesh updating technique is proposed in this study. This method can numerically describe the complicated 3D scour behavior around the piers ...
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    CFD Simulations and Analyses for Bridge-Scour Development Using a Dynamic-Mesh Updating Technique 

    Source: Journal of Computing in Civil Engineering:;2016:;Volume ( 030 ):;issue: 001
    Author(s): Wen Xiong; C. S. Cai; Bo Kong; Xuan Kong
    Publisher: American Society of Civil Engineers
    Abstract: A computational fluid dynamics (CFD)-based simulation methodology using a dynamic mesh updating technique is proposed in this study. This method can numerically describe the complicated 3D scour behavior around the piers ...
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    Reliable Bridge Scour Simulation Using Eulerian Two-Phase Flow Theory 

    Source: Journal of Computing in Civil Engineering:;2016:;Volume ( 030 ):;issue: 005
    Author(s): Wen Xiong; Pingbo Tang; Bo Kong; C. S. Cai
    Publisher: American Society of Civil Engineers
    Abstract: A CFD-based simulation methodology for bridge scour using an Eulerian two-phase flow model is proposed in the present study. The basic conservation equations and four unique simulation issues are firstly addressed during ...
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    Computational Simulation of Live-Bed Bridge Scour Considering Suspended Sediment Loads 

    Source: Journal of Computing in Civil Engineering:;2017:;Volume ( 031 ):;issue: 005
    Author(s): Wen Xiong; Pingbo Tang; Bo Kong; C. S. Cai
    Publisher: American Society of Civil Engineers
    Abstract: While the suspended sediment loads play a very important role during the process of bridge-scour development, no computational models exist for reliable quantitative simulation and analysis of such loads during the scouring ...
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    Overturning-Collapse Modeling and Safety Assessment for Bridges Supported by Single-Column Piers 

    Source: Journal of Bridge Engineering:;2017:;Volume ( 022 ):;issue: 011
    Author(s): Wen Xiong; C. S. Cai; Bo Kong; Jianshu Ye
    Publisher: American Society of Civil Engineers
    Abstract: Overturning collapse has been regarded as one of the most critical failure modes for single-column-pier bridges in current practices. To reveal the entire overturning process, a meticulous three-dimensional (3D) simulation ...
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    Time-Frequency-Based Bridge Scour Identification by Trend-Change Detection 

    Source: Journal of Bridge Engineering:;2022:;Volume ( 027 ):;issue: 010:;page 04022093
    Author(s): Wen Xiong; C. S. Cai
    Publisher: ASCE
    Abstract: A bridge scour identification method was developed based on a time-frequency analysis that was combined with trend change detection. The basic concept behind this method is to probabilistically consider the interference-induced ...
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