曾哲 副研究员

联系方式：zhezeng@hainanu.edu.cn

通讯地址：海南省海口市美兰区海南大学(海甸校区)李运强理工实验大楼A203

基本情况

曾哲，男，湖北宜昌人。现为海南大学土木建筑工程学院副研究员。主要从事道路工程固废材料再生及高值利用、绿色及数字化路面工程方面的研究。目前以第一/通讯作者发表SCI学术论文17篇，授权发明3项，登记软件著作权3项。任国际材料与结构研究联合会（RILEM）会员，以及《Journal of Traffic and Transportation Engineering (English Edition) 》、《Coatings》、《交通科学与工程》及《市政技术》期刊青年编委。

学习经历

2018.08 – 2023.08，美国北卡罗纳州立大学，土木工程（主修），机械工程（辅修），博士，导师：B. Shane Underwood教授与Y. Richard Kim教授；

2016.09 − 2018.06，武汉理工大学，交通运输工程，硕士，导师：罗蓉教授；

2012.09 – 2016.06，武汉理工大学，道路桥梁与渡河工程，学士。

工作经历

2024.10 – 至今，海南大学，副研究员；

2023.07 – 2024.09，博士后研究员，美国北卡罗纳州立大学；

2021.01 – 2021.04，教学助理，美国北卡罗纳州立大学；

2018.08 – 2023.06，研究助理，美国北卡罗纳州立大学。

代表性论文（*代表通讯作者）

1. Zeng, Z., Hu, W., Chen, H., Liu, H., Hu, Q., & Zhang, D*. (2026). “Modulus characterization and prediction of asphalt mixture using self-consistent micromechanics”. Journal of Materials in Civil Engineering, Accepted.

1. Ouyang, J., Zhao, S., & Zeng, Z.* (2026). “Role of Modifiers in the Modulus and Cracking Behavior of Emulsified Asphalt Cold Recycled Mixtures”. Journal of Materials in Civil Engineering, Accepted.

2. Ouyang, J., Zhao, S., Zeng, Z.*, & Cao, H. (2026). “Research on anticracking performance of basalt fiber–reinforced asphalt emulsion cold patch based on DIC technology”. Journal of Transportation Engineering, Part B: Pavements, 152(1), 04026001.

https://doi.org/10.1061/JPEODX.PVENG-1900.

3. Zeng, Z., & Ouyang, J.* (2025). “Characterization of damaged modulus master curves for asphalt pavement rehabilitation”. Construction and Building Materials, 495, 143582.

https://doi.org/10.1016/j.conbuildmat.2025.143582.

4. Zhang, D., Liu, Z., Liang, S., & Zeng, Z.* (2025). “Low-temperature performance grading of asphalt binder through dynamic shear rheometer (DSR) testing: a case study in China”. Road Materials and Pavement Design, 1–27. https://doi.org/10.1080/14680629.2025.2542230.

5. Ghanbari, A., Zeng, Z.*, Underwood, B. S., & Kim, Y. R. (2025). “Prediction of rut depth in asphalt pavement sections using permanent deformation shift model and stress sweep rutting test”. International Journal of Pavement Engineering, 26(1), 2525517.

https://doi.org/10.1080/10298436.2025.2525517.

6. Zeng, Z.*, Underwood, B. S., Kim, Y. R., & Guddati, M. (2024). “Evaluation of Paris law-based approach on asphalt mixture reflective cracking performance modeling”. Engineering Fracture Mechanics, 110098.

https://doi.org/10.1016/j.engfracmech.2024.110098.

7. Zeng, Z.*, Kim, Y. R., Underwood, B. S., & Guddati, M. (2024). “Modeling damage caused by combined thermal and traffic loading using viscoelastic continuum damage theory”. Construction and Building Materials, 418, 135425.

https://doi.org/10.1016/j.conbuildmat.2024.135425.

8. Zeng, Z.*, Underwood, B. S., & Kim, Y. R. (2024). “A state-of-the-art review of asphalt mixture fracture models to address pavement reflective cracking”. Construction and Building Materials, 443, 137674.

https://doi.org/10.1016/j.conbuildmat.2024.137674.

9. Chen, H., Zeng, Z.*, Wei, Z., Wang, R., & Zhang, R. (2024). “Assessment of the effectiveness of binder fatigue, rheology and chemistry parameters in evaluating cracking resistance in high RAP mixtures modified with recycling agents”. Construction and Building Materials, 432, 136572.

https://doi.org/10.1016/j.conbuildmat.2024.136572.

10. Zeng, Z.*, Sudarsanan, N., Underwood, B. S., Kim, Y. R., & Guddati, M. (2024). “Reflective cracking performance evaluations of highly polymer-modified asphalt mixture”. Journal of Transportation Engineering, Part B: Pavements, 150(3), 04024039. https://doi.org/10.1061/JPEODX.PVENG-1566.

11. Zeng, Z.*, Kim, Y. R., Underwood, B. S., & Guddati, M. (2023). “Asphalt mixture fatigue damage and failure predictions using the simplified viscoelastic continuum damage (S-VECD) model”. International Journal of Fatigue, 174, 107736.

https://doi.org/10.1016/j.ijfatigue.2023.107736.

12. Zeng, Z., Liu, B., & Zhang, D.* (2023). “Critical evaluation of unit response function interconversions for asphalt concrete linear viscoelastic modeling using discrete spectrum”. Construction and Building Materials, 382, 131301.

https://doi.org/10.1016/j.conbuildmat.2023.131301.

13. Sudarsanan, N., Zeng, Z.*, & Kim, Y. R. (2023). “Laboratory investigation into the crack propagation mechanism of geosynthetic reinforced asphalt concrete using digital image correlation technique”. International Journal of Pavement Engineering, 24(1), 2251079.

https://doi.org/10.1080/10298436.2023.2251079.

14. Zeng, Z.*, Underwood, B. S., & Castorena, C. (2022). “Low-temperature performance grade characterisation of asphalt binder using the dynamic shear rheometer”. International Journal of Pavement Engineering, 23(3), 811-823. https://doi.org/10.1080/10298436.2020.1774766.

15. Zeng, Z., Zhang, D., & Liu, H.* (2021). “Development of an energy-based framework to determine the surface free energy of asphalt binder: theoretical models”. Materials and Structures, 54(6), 1-15.

https://doi.org/10.1617/s11527-021-01834-3.

16. Zeng, Z., Lee, K. C., Kim, Y. R.* (2021). “Determination of dynamic modulus master curve of damaged asphalt pavements for mechanistic–empirical pavement rehabilitation design”. Transportation Research Record, 2675(8), 161-174. https://doi.org/10.1177/0361198121996708.

授权专利

1. 曾哲，欧阳剑. 一种基于沥青复数模量预测低温区间蠕变柔量的方法，专利号：CN202510058335.7

1. 罗蓉，曾哲，张德润，张世飚，李磊，冯光乐，董华均，金露，阳正茂，王丽静，丁春燕. 一种测试沥青材料动态表面能参数的方法，专利号：CN201611127628.3

2. 罗蓉，张德润，张世飚，方贻立，李磊，冯光乐，董华均，金露，曾哲，阳正茂，王丽静，丁春燕. 道路沥青表面自由能的检测方法，专利号：CN201610864096.5

软件著作权

1. 曾哲，欧阳剑，焦晓磊，薛忠军. 基于动态剪切流变仪的沥青低温性能分级软件，登记号：2025SR0707517.

3. 曾哲，欧阳剑，焦晓磊，薛忠军. 基于非接触全场应变测量系统的沥青层间分析软件，登记号：2025SR0408817.

4. 罗蓉，曾哲，郑松松，张德润. 道路沥青与集料表面能计算软件，登记号：2017SR060128.