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    Use of Cement-Stabilized Granite Mill Tailings as Pavement Subbase 

    Source: Journal of Materials in Civil Engineering:;2011:;Volume ( 023 ):;issue: 011
    Author(s): Guoping Qian; Tuo Huang; Shiyao Bai
    Publisher: American Society of Civil Engineers
    Abstract: In this study, cement-stabilized granite mill tailings were used as a subbase material in highway construction. The properties of the cement-stabilized mill tailings were evaluated through laboratory testing and compared ...
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    Laboratory Evaluation on Recycling Waste Phosphorus Slag as the Mineral Filler in Hot-Mix Asphalt 

    Source: Journal of Materials in Civil Engineering:;2013:;Volume ( 025 ):;issue: 007
    Author(s): Guoping Qian; Shiyao Bai; Suoji Ju; Tuo Huang
    Publisher: American Society of Civil Engineers
    Abstract: Laboratory tests were conducted to evaluate the feasibility of recycling phosphorus slag into hot-mix asphalt (HMA) as mineral fillers. The elemental composition of phosphorus slag was analyzed by energy dispersive ...
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    Time-Temperature-Stress Equivalent Characteristics and Nonlinear Viscoelastic Model of Asphalt Mixture under Triaxial Compressive Stress State 

    Source: Journal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 002:;page 04023543-1
    Author(s): Tuo Huang; Zhaoyang Wang; Hongwu Dong; Haoyun Qin; Hongfu Liu; Zhonglu Cao
    Publisher: ASCE
    Abstract: To objectively characterize the time-temperature-stress equivalence of viscoelastic properties of asphalt mixture, the triaxial compressive creep test was carried out on an AC-13 asphalt mixture under the conditions of ...
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    Performance Check of Asphalt Mixture Layer Based on Yield Criterion and Normalized Fatigue Equation 

    Source: Journal of Materials in Civil Engineering:;2022:;Volume ( 034 ):;issue: 005:;page 04022073
    Author(s): Xinghai Peng; Songtao Lv; Tuo Huang; Cece Zheng; Meng Jiang; Jiang Yuan; Long Hu
    Publisher: ASCE
    Abstract: The fatigue resistance of an asphalt mixture is crucial to the pavement’s durability and serviceability of pavement. The pavement structure is in a three-dimensional (3D) stress state. However, the conventional fatigue-resistance ...
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    Effect of Coarse Aggregate Characteristics on Skid Resistance Deterioration of the Ultrathin Wearing Course 

    Source: Journal of Materials in Civil Engineering:;2021:;Volume ( 033 ):;issue: 004:;page 04021051-1
    Author(s): Hongfu Liu; Zi-ang Wang; Chenxi Yang; Siyu Chen; Huanan Yu; Tuo Huang; Xuelian Li; Zhanping You
    Publisher: ASCE
    Abstract: An ultrathin wearing course (UTWC) is a preventive maintenance treatment method for a road surface which can improve the safety and comfort of driving by providing superior skid resistance. However, the skid resistance is ...
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    Three-Dimensional Failure Criterion of Asphalt Mixtures in Asphalt Pavement 

    Source: Journal of Materials in Civil Engineering:;2022:;Volume ( 034 ):;issue: 007:;page 04022149
    Author(s): Tuo Huang; Pan Guo; Xinghai Peng; Zeqian Cao; Songtao Lv; Hongfu Liu; Jiahao Sheng
    Publisher: ASCE
    Abstract: Material resistance and performance are determined by the failure criterion for an asphalt mixture, affecting the scientific design of pavement. Conventional tensile, compression, bending, and split tests for asphalt mixture ...
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    Unified Strength Models of an Asphalt Mixture under Different Temperatures and Three-Dimensional Stresses 

    Source: Journal of Materials in Civil Engineering:;2020:;Volume ( 032 ):;issue: 011
    Author(s): Tuo Huang; Mi Li; Yi Yang; Jing Xie; Hongfu Liu; Hui Yao; Qing Xu; Shuai Qi
    Publisher: ASCE
    Abstract: The goal of this paper is to reveal the influence of temperatures on the triaxial strength of asphalt mixtures. The triaxial compression and triaxial tensile tests, as well as plane tensile and compression/axial tensile ...
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    Study on Multiple Failure Criteria of Asphalt Mixtures in Complex Stress States 

    Source: Journal of Materials in Civil Engineering:;2021:;Volume ( 033 ):;issue: 010:;page 04021272-1
    Author(s): Tuo Huang; Yao Tang; Mi Li; Jie Chen; Jing Xie; Songtao Lv; Guoping Qian; Hongfu Liu
    Publisher: ASCE
    Abstract: An asphalt mixture is always in a complex stress state during the service life of pavement. Its resistance can be objectively characterized only by applying the strength theory to establish the failure criterion model in ...
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