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    Water Absorption and Critical Degree of Saturation Relating to Freeze-Thaw Damage in Concrete Pavement Joints 

    Source: Journal of Materials in Civil Engineering:;2012:;Volume ( 024 ):;issue: 003
    Author(s): Wenting Li; Mohammad Pour-Ghaz; Javier Castro; Jason Weiss
    Publisher: American Society of Civil Engineers
    Abstract: Fluid ingress is a primary factor that influences freeze-thaw damage in concrete. This paper discusses the influence of fluid ingress on freeze-thaw damage development. Specifically, this paper examines the influence of ...
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    Automatic Horizontal Curve Identification and Measurement Using Mobile Mapping System 

    Source: Journal of Surveying Engineering:;2018:;Volume ( 144 ):;issue: 004
    Author(s): Luo Wenting;Li Lin;Wang Kelvin C. P.
    Publisher: American Society of Civil Engineers
    Abstract: This study presents an automatic method for horizontal curve identification and measurement using a mobile mapping system (MMS) with consideration of the impacts of vehicle wandering on the measurement. The hierarchical ...
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    Characterization of Damage and Healing of Cement Matrices Based on Fly Ash under Repeated Loading 

    Source: Journal of Materials in Civil Engineering:;2021:;Volume ( 033 ):;issue: 001:;page 04020408
    Author(s): Zhen-Yu Chen; Wenting Li; Qian-Qian Yu
    Publisher: ASCE
    Abstract: This paper investigates damage and healing of cementitious materials based on fly ash (FA) with a special focus on the effect of repeated loading on the self-healing performance. In total, 90 prism specimens and 33 cylinder ...
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    Interactive Effect of Mechanical Fatigue Load and the Fatigue Effect of Freeze-Thaw on Combined Damage of Concrete 

    Source: Journal of Materials in Civil Engineering:;2015:;Volume ( 027 ):;issue: 008
    Author(s): Wenting Li; Zhengwu Jiang; Zhenghong Yang; Jinyang Jiang; Wei Sun; Zilong Deng
    Publisher: American Society of Civil Engineers
    Abstract: The combined attack of (1) mechanical fatigue load, and (2) freeze-thaw, can lead to premature deterioration of concrete materials in cold climate regions. The interactive effect of these two loads on the damage of concrete ...
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