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    Numerical Simulation of Steel Sheet Pile Support Structures in Foundation Pit Excavation 

    Source: International Journal of Geomechanics:;2019:;Volume ( 019 ):;issue: 004
    Author(s): Jinfeng Wang; Huawei Xiang; Jianguo Yan
    Publisher: American Society of Civil Engineers
    Abstract: U-section steel sheet piles are widely used as support structures in bridge foundation pit excavation. Because of the reduced modulus action (RMA) effect of U-section steel sheet piles, it is difficult to balance structural ...
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    Performance Evaluation and Reinforcement Measures for Transverse Separated Blocks during Steel Box Girder Installation 

    Source: Journal of Performance of Constructed Facilities:;2019:;Volume ( 033 ):;issue: 001
    Author(s): Jinfeng Wang; Minquan Wang; Huawei Xiang
    Publisher: American Society of Civil Engineers
    Abstract: In order to reduce size and weight during the transport and installation stage, a steel box girder needs to be separated into asymmetrical thin-walled blocks with open sections along the transverse direction. However, the ...
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    Performance of the Transverse Connectivity in Simply Supported Girder Bridges and Its Strengthening Strategy 

    Source: Journal of Performance of Constructed Facilities:;2017:;Volume ( 031 ):;issue: 005
    Author(s): Jinfeng Wang; Chunlei Chen; Huawei Xiang; Xinglang Fan
    Publisher: American Society of Civil Engineers
    Abstract: A critical problem in evaluating the structural behavior of simply supported girder bridges is the performance of the transverse connectivity of girders. Traditional structural calibration factors, which are based on loading ...
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    Performance of Cement Asphalt Mortar in Ballastless Slab Track over High-Speed Railway under Extreme Climate Conditions 

    Source: International Journal of Geomechanics:;2019:;Volume ( 019 ):;issue: 005
    Author(s): Jinfeng Wang; Yubing Zhou; Tianmei Wu; Xi Wu
    Publisher: American Society of Civil Engineers
    Abstract: The cement asphalt (CA) mortar layer acts as the key component of the China Railway Track System II (CRTS-II) type ballastless slab track to ensure stability, durability, and cost maintenance. However, it was found to be ...
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    Performance of Cement Asphalt Mortar in Ballastless Slab Track over High-Speed Railway under Extreme Climate Conditions 

    Source: International Journal of Geomechanics:;2019:;Volume ( 019 ):;issue: 005
    Author(s): Jinfeng Wang;Yubing Zhou;Tianmei Wu;Xi Wu
    Publisher: American Society of Civil Engineers
    Abstract: The cement asphalt (CA) mortar layer acts as the key component of the China Railway Track System II (CRTS-II) type ballastless slab track to ensure stability, durability, and cost maintenance. However, it was found to be ...
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