Language : English
刘涵奇
  • Personal Information

    Associate professor
    Supervisor of Master's Candidates
    Date of Employment:2022-11-15
    School/Department:道路与交通工程系
    Education Level:Postgraduate (Doctoral)
    Business Address:三立苑423
    Gender:Male
    Degree:Doctoral Degree in Engineering
    Status:Employed
    Alma Mater:武汉理工大学
  • Profile

    刘涵奇,博士,副教授,硕士生导师。2018年10月毕业于武汉理工大学,获得交通运输工程学科博士学位。2019年6月至2021年9月在阿联酋沙迦研究院(Sharjah Research Academy)开展博士后研究工作。2021年10月至2022年9月加入阿联酋沙迦大学(University of Sharjah)科学与工程研究所,继续进行博士后研究。2022年11月以“黄山学者学术骨干”加入合肥工业大学汽车与交通工程学院道路与交通工程系开展教学与科研工作。目前的研究领域为道路工程,研究方向为全寿命周期沥青路面设计及性能评价,主要包括沥青混合料服役的损伤机理以及沥青性能分级体系。近年来主持了国家自然科学基金青年科学基金项目,以主要研究人员的身份参与了国家重点基础研究计划(973计划)青年科学家专题项目、交通运输部建设科技项目、阿联酋沙迦研究院与沙迦大学联合项目等。在道路工程领域权威学术期刊上发表学术论文20多篇,其中以一作、通讯作者发表学术论文13篇,导师一作、学生二作发表学术论文2篇,并有1篇论文入选ESI高被引论文。


    科研项目

    1. 主持国家自然科学基金青年科学基金项目:基于流变学的沥青高温性能分级方法研究,2024.01至2026.12;

    2. 参与沙迦研究院与沙迦大学联合项目:Development of Asphalt Binder and Asphalt Mix Specifications for Future Superior Performing Roadways in UAE: Phase I,2019.06至2022.09;

    3. 参与国家重点基础研究计划(973计划)青年科学家专题项目:道路沥青混合料全天候服役的损伤机理,2015.01至2019.08;

    4. 参与交通运输部建设科技项目:基于表面自由能理论的沥青路面材料高效利用研究,2014.04至2017.08;



    代表性学术论文

    1. Zeiada W, Liu H*, Ezzat H, et al. An alternative approach for characterization of the linear viscoelastic behavior of asphalt binders [J]. Road Materials and Pavement Engineering, 2023. https://doi.org/10.1080/14680629.2023.2292562

    2. Zeiada W, Liu H*, Al-Khateeb G G, et al. Evaluation of test methods for measurement of zero shear viscosity (ZSV) of asphalt binders [J]. Construction and Building Materials, 2022, 325, 126794. https://doi.org/10.1016/j.conbuildmat.2022.126794

    3. Zeiada W, Liu H*, Al-Khateeb G G, et al. Review of the Superpave performance grading system and recent developments in the performance-based test methods for asphalt binder characterization [J]. Construction and Building Materials, 2022, 319, 126063. https://doi.org/10.1016/j.conbuildmat.2021.126063

    4. Liu H*, Zeiada W, Al-Khateeb G G, et al. Improved test method for determination of the equiviscous temperature of asphalt binders [J]. International Journal of Pavement Engineering, 2022, 23(13), 4561–4573. https://doi.org/10.1080/10298436.2021.1966427

    5. Liu H*, Zeiada W, Al-Khateeb G G, et al. Analysis of the MSCR test results for asphalt binders with improved accuracy [J]. Materials and Structures, 2021, 54, 92. https://doi.org/10.1617/s11527-021-01691-0

    6. Liu H*, Zeiada W, Al-Khateeb G G, et al. Use of the multiple stress creep recovery (MSCR) test to characterize the rutting potential of asphalt binders: A literature review [J]. Construction and Building Materials, 2021, 269, 121320. https://doi.org/10.1016/j.conbuildmat.2020.121320(ESI高被引论文)

    7. Zeng Z, Zhang D, Liu H*. Development of an energy-based framework to determine the surface free energy of asphalt binder: theoretical models. Materials and Structures, 2021, 54, 241. https://doi.org/10.1617/s11527-021-01834-3

    8. Liu H*, Zeiada W, Al-Khateeb G G, et al. Characterization of the shear-thinning behavior of asphalt binders with consideration of yield stress [J]. Materials and Structures, 2020, 53, 105. https://doi.org/10.1617/s11527-020-01538-0

    9. Liu H*, Zeiada W, Al-Khateeb G G, et al. A framework for linear viscoelastic characterization of asphalt mixtures [J]. Materials and Structures, 2020, 53, 32. https://doi.org/10.1617/s11527-020-01468-x

    10. Liu H*, Luo R. Development of failure criterion and fatigue model to characterize the fatigue resistance of asphalt binders under controlled-stress time sweep tests [J]. Materials and Structures, 2020, 53, 5. https://doi.org/10.1617/s11527-019-1436-8

    11. Liu H*, Luo R, Xi L, et al. Development of two-step secant method to interpret the flow number test data of asphalt mixtures [J]. Journal of Materials in Civil Engineering, 2020, 32(4), 04020027. https://doi.org/10.1061/(ASCE)MT.1943-5533.0003094

    12. Liu H, Luo R*, Lv H. Establishing continuous relaxation spectrum based on complex modulus tests to construct relaxation modulus master curves in compliance with linear viscoelastic theory [J]. Construction and Building Materials, 2018, 165: 372–384. https://doi.org/10.1016/j.conbuildmat.2017.12.204

    13. Liu H, Luo R*. Development of master curve models complying with linear viscoelastic theory for complex moduli of asphalt mixtures with improved accuracy [J]. Construction and Building Materials, 2017, 152: 259–268. https://doi.org/10.1016/j.conbuildmat.2017.06.143

    14. Luo R*, Liu H. Improving the accuracy of dynamic modulus master curves of asphalt mixtures constructed using uniaxial compressive creep tests [J]. Journal of Materials in Civil Engineering, 2017, 29(7), 04017032. https://doi.org/10.1061/(ASCE)MT.1943-5533.000187(导师一作、学生二作)

    15. Luo R*, Liu H, Zhang Y. Characterization of linear viscoelastic, nonlinear viscoelastic and damage stages of asphalt mixtures [J]. Construction and Building Materials, 2016, 125: 72–80. https://doi.org/10.1016/j.conbuildmat.2016.08.039(导师一作、学生二作)


  • Research Field

  • Social Affiliations

    [1]   Construction and Building Materials、Journal of Materials in Civil Engineering、International Journal of Pavement Engineering、IEEE access、International Journal of Pavement Research and Technology、Materials、Advances in Civil Engineering、Frontiers in Materials、Innovative Infrastructure Solutions等10余本国际学术期刊的审稿人。
    [2]   International Union of Laboratories and Experts in Construction Materials, Systems and Structures (RILEM) 青年会员。
  • Education Background

    [1]  2013.9- 2018.10
    武汉理工大学 | 交通运输工程 | 研究生(硕博连读)毕业 | Doctoral degree
    [2]  2009.9- 2013.6
    武汉理工大学 | 道路桥梁与渡河工程 | 本科毕业 | Bachelor's degree
  • Work Experience

    [1]  2022.11- Now
    合肥工业大学 | 汽车与交通工程学院 | 副教授
    [2]  2021.10- 2022.9
    University of Sharjah | Research Institute of Sciences and Engineering | Postdoctoral Research Associate
    [3]  2019.6- 2021.9
    Sharjah Research Academy | Sharjah Engineering Research Institute | Postdoctoral Research Associate
  • Research Group

    No content
  • Other Contact Information

    No content