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    Performance of Precast Concrete Substructures with Dry Connections to Resist Progressive Collapse 

    Source: Journal of Performance of Constructed Facilities:;2018:;Volume ( 032 ):;issue: 002
    Author(s): Qian Kai;Li Bing
    Publisher: American Society of Civil Engineers
    Abstract: In the current study, three one-third scaled beam-slab substructures comprising a cast-in-place reinforced concrete specimen and two precast concrete (PC) specimens were tested under a pushdown loading regime to investigate ...
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    Compressibility and Microstructure Evolution of Different Reconstituted Clays during 1D Compression 

    Source: International Journal of Geomechanics:;2020:;Volume ( 020 ):;issue: 010
    Author(s): Rui Jia; Huayang Lei; Kai Li
    Publisher: ASCE
    Abstract: The compressibility and microstructural changes of four types of reconstituted clays, Tianjin, Shanghai, kaolin, and montmorillonite clays, were studied to investigate the effects of mineral composition and clay content ...
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    Modeling and Sensitivity Analysis of Concrete Creep with Machine Learning Methods 

    Source: Journal of Materials in Civil Engineering:;2021:;Volume ( 033 ):;issue: 008:;page 04021206-1
    Author(s): Kai Li; Yunpeng Long; Hao Wang; Yuan-Feng Wang
    Publisher: ASCE
    Abstract: Although machine learning algorithms to predict the mechanical properties of concrete have been studied extensively, most of the research focused on the prediction of the strength of concrete and only a few studies have ...
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    Changes in the Permeability and Permeability Anisotropy of Reconstituted Clays under One-Dimensional Compression and the Corresponding Micromechanisms 

    Source: International Journal of Geomechanics:;2022:;Volume ( 022 ):;issue: 002:;page 04021282
    Author(s): Rui Jia; Huayang Lei; Takenori Hino; Kai Li
    Publisher: ASCE
    Abstract: It is important to assess the permeability characteristics of clays in the prediction of the postconstruction settlement of geotechnical projects on clay grounds. The coefficient of permeability in the vertical direction ...
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    Stress-Level Buffeting Analysis and Wind Turbulence Intensity Effects on Fatigue Damage of Long-Span Bridges 

    Source: Journal of Aerospace Engineering:;2020:;Volume ( 033 ):;issue: 006
    Author(s): Shuqian Liu; C. S. Cai; Yan Han; Peng Hu; Kai Li
    Publisher: ASCE
    Abstract: Buffeting-induced vibration, which has a frequent occurrence and relatively large amplitude, may cause fatigue damage to the steel girder of long-span bridges. Buffeting is caused by random wind turbulence, and the turbulence ...
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    Synergistic Effects of a Combination of Vacuum Ultraviolet–Induced Oxidation and Wet Absorption Process on Removal of Nitric Oxide at Room Temperature 

    Source: Journal of Environmental Engineering:;2021:;Volume ( 147 ):;issue: 010:;page 04021040-1
    Author(s): Yanling Gan; Jian Ji; Kai Li; Wenjing Dai; Lyvmeng Ye; Miao He; Di Xia; Zongwei Xie; Shunan Luo; Yun Cao; Wenan Liang; Haibao Huang
    Publisher: ASCE
    Abstract: Removal of low concentration NO in enclosed space by a new combined process incorporating vacuum ultraviolet (VUV)-induced oxidation and wet absorption process at room temperature was studied. Effects of NO initial ...
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    Cracking Propagation of Asphalt Pavement of Stabilized Base with Inorganic Binder under Coupling of Overloaded Traffic and Temperature 

    Source: Journal of Transportation Engineering, Part B: Pavements:;2024:;Volume ( 150 ):;issue: 002:;page 04024013-1
    Author(s): Xiaoying Wang; Litao Geng; Kai Li; Qian Xu; Yong Ding; Yifan Tao
    Publisher: ASCE
    Abstract: Overloaded traffic is one of the major effects that cause more early damage to asphalt pavement than regular traffic. Moving overloaded traffic not only needs to consider dynamic coefficient and axle load coefficient when ...
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    Fatigue Reliability Assessment of Long-Span Steel-Truss Suspension Bridges under the Combined Action of Random Traffic and Wind Loads 

    Source: Journal of Bridge Engineering:;2020:;Volume ( 025 ):;issue: 003
    Author(s): Yan Han; Kai Li; C. S. Cai; Lei Wang; Guoji Xu
    Publisher: ASCE
    Abstract: This paper presents an efficient framework for the fatigue reliability assessment of typical long-span steel-truss suspension bridges under the combined action of random traffic and wind loads based on a stress analysis ...
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    Effects of Crisis Management Leadership, Perceived Self-Efficacy, and Job Performance on Facility Management Professionals’ Job Satisfaction in a Crisis 

    Source: Journal of Construction Engineering and Management:;2025:;Volume ( 151 ):;issue: 007:;page 04025084-1
    Author(s): Hong Xue; Kelly Kai Li Teh; Florence Yean Yng Ling
    Publisher: American Society of Civil Engineers
    Abstract: In a crisis, drastic changes in the working environment require strong leadership to supervise the team of facility management professionals (FMPs) managing facilities to improve their job performance and job satisfaction, ...
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    Analytical Solution for the Steady Seepage Field of a Circular Cofferdam in Nonhomogeneous Layered Soil 

    Source: Journal of Hydraulic Engineering:;2024:;Volume ( 150 ):;issue: 006:;page 04024037-1
    Author(s): Zhen He; Juan Huang; Jun Yu; Dong-Kai Li; Zhi-Zhong Zhang; Li Zhang
    Publisher: American Society of Civil Engineers
    Abstract: The analytical solution of the steady-state seepage field of a circular cofferdam in nonhomogeneous layered soil of finite depth is derived, including the head function, exit hydraulic gradient formula, and seepage flow ...
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