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    Evolution of Characteristics of Warm-Mix Rubber-Modified Asphalt during Water Damage under Different Immersion Times 

    Source: Journal of Materials in Civil Engineering:;2021:;Volume ( 034 ):;issue: 001:;page 04021394
    Author(s): Xiaoyan Huang; Lan Wang
    Publisher: ASCE
    Abstract: Fourier-transform infrared spectroscopy (FTIR), atomic force microscopy (AFM), and contact angle measurements were conducted in the present research to analyze the characteristics of warm-mix rubber-modified asphalt during ...
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    Molecular Dynamics Study on the Effect of Mineral Composition on the Interface Interaction between Rubberized Asphalt and Aggregate 

    Source: Journal of Materials in Civil Engineering:;2022:;Volume ( 034 ):;issue: 004:;page 04022032
    Author(s): Lan Wang; Le Zhang; Yang Liu
    Publisher: ASCE
    Abstract: In order to explore the effect of aggregate type on the interface interaction between rubberized asphalt and aggregate, the representative molecules of base asphalt, rubberized asphalt, limestone (calcite), basalt (augite), ...
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    Evaluation of Low-Temperature Performance of SBS/CR Composite Modified-Asphalt Mixture under Aging and Freeze–Thaw Cycles 

    Source: Journal of Materials in Civil Engineering:;2022:;Volume ( 034 ):;issue: 010:;page 04022239
    Author(s): Hui Wu; Lan Wang; Jiangsan Hu; Xuedong Luo
    Publisher: ASCE
    Abstract: To study the effects of aging and freeze–thaw cycles on the low-temperature performance of styrene–butadiene–styrene (SBS)/crumb rubber (CR) composite modified asphalt mixtures. Digital image correlation (DIC) technology ...
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    Evaluation of High-Temperature Creep Deformation Properties of Warm-Mix Recycled Asphalt Mixture Based on Improved Flow Number 

    Source: Journal of Materials in Civil Engineering:;2023:;Volume ( 035 ):;issue: 010:;page 04023372-1
    Author(s): Lei Feng; Chuanyu Shao; Lan Wang
    Publisher: ASCE
    Abstract: To calculate a more accurate flow number (FN) to evaluate the effects of temperature, long-term aging, and salt freeze-thaw cycles on the high-temperature creep deformation characteristics of warm-mix recycled asphalt ...
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    Effect of Salt Freeze–Thaw Cycle on Crack Resistance of Steel Slag Rubber Powder Modified Asphalt Mixture 

    Source: Journal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 003:;page 04023612-1
    Author(s): Lan Wang; Wei Wang; Hanfeng Guan; Yaxin Li; Ke Pei; Baiyinshuang Chen
    Publisher: ASCE
    Abstract: To study the crack resistance of steel slag crumb rubber modified asphalt mixture (CR-steel slag) under salt freeze–thaw cycles, we selected styrene-butadiene-styrene (SBS)-steel slag and CR-basalt as the reference group. ...
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    Adhesion Characteristics of Warm-Mix Crumb Rubber-Modified Asphalt-Steel Slag Interface under Water Erosion 

    Source: Journal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 009:;page 04024270-1
    Author(s): Lan Wang; Le Chen; Ya Xin Li; Han Feng Guan; Meng Jing
    Publisher: American Society of Civil Engineers
    Abstract: In order to study the effect of water erosion on the adhesion characteristics of warm-mix crumb rubber-modified asphalt (WCR)-steel slag interface, hot-mix crumb rubber-modified asphalt (HCR) was used as the control group. ...
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    Mineralogy of Soil Susceptible to Sulfate Attack after Stabilization 

    Source: Journal of Materials in Civil Engineering:;2004:;Volume ( 016 ):;issue: 004
    Author(s): Lan Wang; Amitava Roy; Roland Tittsworth; Roger K. Seals
    Publisher: American Society of Civil Engineers
    Abstract: The mineralogy of a soil susceptible to sulfate attack was investigated in detail, with particular attention paid to the sulfate and clay minerals. The soil from north Louisiana suffered sulfate attack when stabilized by ...
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    Determination of Surface Viscoelastic Response of Asphalt Pavement 

    Source: Journal of Engineering Mechanics:;2015:;Volume ( 141 ):;issue: 009
    Author(s): Yanqing Zhao; Lan Wang; Peisong Chen; Weiqiao Zeng
    Publisher: American Society of Civil Engineers
    Abstract: Asphalt concrete exhibits rate- and time-dependent behavior, and therefore viscoelastic response analysis is necessary to model the pavement structure behavior and explain the distress mechanisms. The newly developed ...
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    Effect of Asphalt Film Thickness on Asphalt–Aggregate Adhesion under Aging 

    Source: Journal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 004:;page 04024005-1
    Author(s): Lan Wang; Zhihua Xue; Yingying Guo; Hui Wu; Minda Ren
    Publisher: ASCE
    Abstract: The occurrence of cracking, loosening, and other distresses in asphalt pavements is closely related to the failure of asphalt–aggregate adhesion. Studying the effect of asphalt film thickness on asphalt–aggregate adhesion ...
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    Torsional Shear Resistance of Pavement Structure with Rubber Powder–Modified Asphalt Gravel Bonding Layer 

    Source: Journal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 004:;page 04025032-1
    Author(s): Dandan Yin; Lan Wang; Liqiang Yin; Zhiyu Wang; Shihui Liu; Lin Li
    Publisher: American Society of Civil Engineers
    Abstract: Previous research has illustrated the exceptional shear resistance afforded by the rubber powder–modified asphalt gravel bonding layer. This study introduces an innovative interlayer torsional shear testing apparatus to ...
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