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    Fatigue Life of Weldment Details of Existing Orthotropic Steel Bridge Considering the Scour Effects 

    Source: Journal of Bridge Engineering:;2020:;Volume ( 025 ):;issue: 010
    Author(s): Xiaolong Ma; Wei Zhang
    Publisher: ASCE
    Abstract: During the service life of the orthotropic steel bridges (OSBs), fatigue damage accumulations could impact the safety and reliability of the bridges in their lifecycles. Fatigue damage evaluations of bridge weldments for ...
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    Local System Modeling Method for Resilience Assessment of Overhead Power Distribution System under Strong Winds 

    Source: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2021:;Volume ( 007 ):;issue: 001:;page 04020053
    Author(s): Xiaolong Ma; Wei Zhang; A. Bagtzoglou; Jin Zhu
    Publisher: ASCE
    Abstract: During extreme weather events, such as hurricanes or major winter snowstorms, power distribution systems, such as the overhead power distribution systems consisting of wood poles and power wires, would encounter failures ...
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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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    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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    Particle Breakage Characteristics of Marine Coral Sand under Cyclic Shear Loading Conditions 

    Source: International Journal of Geomechanics:;2024:;Volume ( 024 ):;issue: 012:;page 04024283-1
    Author(s): Li Xin; Yi Zhang; Xiaolong Ma; Xiang Sun; Houzhen Wei
    Publisher: American Society of Civil Engineers
    Abstract: Coral sand is widely distributed in offshore oil and gas basins, and beneath the foundations of offshore wind turbines that are exposed to persistent cyclic loads, including wind, ocean waves, and seismic activity. Under ...
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    Grouting Theory and Strategy of Simultaneous Control of the Horizontal and Vertical Deformations of Tunnels 

    Source: International Journal of Geomechanics:;2024:;Volume ( 024 ):;issue: 002:;page 04023267-1
    Author(s): Xuesong Cheng; Luteng Sheng; Zengyin Xia; Ying Liu; Xiaolong Ma; Jun Pan; Gang Zheng; Ruikun Wang
    Publisher: ASCE
    Abstract: Disturbance induced by excavation is a major threat to the structural and operational safety of the tunnel in the vicinity of the excavation. Grouting is considered to be an efficient method for controlling tunnel deformation. ...
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    Effects of Nonstructural Wall in Progressive Failure of Coastal Residential Buildings Subjected to Strong Winds 

    Source: Journal of Architectural Engineering:;2020:;Volume ( 026 ):;issue: 001
    Author(s): Xiaolong Ma; Xuan Li; Di Wu; Wei Zhang
    Publisher: ASCE
    Abstract: With many natural hazards impacting coastal communities, the resilience of low-rise residential wood buildings (LRWBs) in the community has been critical. To better understand structural performance under extreme weather ...
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