Faculty Profile

Zhan, Y., Li, J. Q., Yang, G., Wang, K. C. P., & Yu, W. (2020). Friction-ResNets: Deep Residual Network Architecture for Pavement Skid Resistance Evaluation. Journal of Transportation Engineering, Part B: Pavements, 146(3), 04020027. doi: 10.1061/jpeodx.0000187.

战友，邓强胜，罗志伟，刘成，张傲南，邱延峻．基于 GBDT 的沥青路面抗滑性能感知模型研究[J/OL]．土木工程学报. https://doi.org/10.15951/j.tmgcxb.21111144

战友*（通讯）,阳恩慧,马啸天,安哲立,代先星,王郴平.无砟轨道板裂缝三维激光检测系统研发与算法验证[J].铁道学报,2021,43(07):114-120.

Zhan, Y.*(Corresponding), Liu, C., Deng, Q., Feng, Q., Qiu, Y., Zhang, A., & He, X. (2021). Integrated FFT and XGBoost framework to predict pavement skid resistance using automatic 3D texture measurement. Measurement, 188, 110638. https://doi.org/10.1016/j.measurement.2021.110638 

Zhan, Y.*(Corresponding), Dai, X., Yang, E. & Wang, K. C. P (2020) Convolutional Neural Network for Detecting Railway Fastener Defects Using a Developed 3D Laser System. International Journal of Rail Transportation, DOI: 10.1080/23248378.2020.1825128.

Huang, H., Zhan, Y.*(Corresponding), Tao, Y., Ai, C., Ren, D., & Jin, D. (2021). Three-dimensional characterization of bonding features for asphalt pavement interface using a novel Interlayer Isolation film. Construction and Building Materials, 311, 125301. https://doi.org/10.1016/j.conbuildmat.2021.125301 

Zhan, Y., Li, J. Q., Liu, C., Wang, K. C., Pittenger, D. M., & Musharraf, Z. (2021). Effect of aggregate properties on asphalt pavement friction based on random forest analysis. Construction and Building Materials, 292, 123467. doi:10.1016/j.conbuildmat.2021.123467

Liu, C., Zhan, Y.*(Corresponding), Deng, Q., Qiu, Y., & Zhang, A. (2021). An improved differential box counting method to measure fractal dimensions for pavement surface skid resistance evaluation. Measurement, 178, 109376. doi:10.1016/j.measurement.2021.109376

Deng, Q., Zhan, Y.*(Corresponding), Liu, C., Qiu, Y., & Zhang, A. (2021). Multiscale power spectrum analysis of 3d surface texture for prediction of asphalt pavement friction. Construction and Building Materials, 293, 123506. doi:10.1016/j.conbuildmat.2021.123506

Wang, T., Ma, H., Liu, J., Luo, Q., Wang, Q., & Zhan, Y.*(Corresponding) (2021). Assessing frost heave susceptibility of gravelly soils based on multivariate adaptive regression splines model. Cold Regions Science and Technology, 181, 103182. doi:10.1016/j.coldregions.2020.103182

Ding, S., Wang, K. C., Yang, E., & Zhan, Y.*(Corresponding) (2021). Influence of effective texture depth on pavement friction based on 3d texture area. Construction and Building Materials, 287, 123002. doi:10.1016/j.conbuildmat.2021.123002

Zhan, Y., Li, Q. J., Yang, G., Pittenger, D. M., Wang, K. C. P., & Zaman, M. (2019). Panel Data Models for Pavement Friction of Major Preventive Maintenance Treatments. International Journal of Geomechanics, 19(8), 04019081. doi: 10.1061/(asce)gm.1943-5622.0001445.

战友*（通讯）,,李强,马啸天,王郴平,邱延峻.基于宏微观纹理特征融合的路面摩擦性能预测[J].浙江大学学报(工学版),2021,55(04):684-694.

彭毅, 李强, 战友*（通讯）, 杨广伟, 王郴平.基于区域三维纹理特征的路面抗滑性能评估[J].东南大学学报(自然科学版),2020,50(04):667-676. 

丁世海，战友*（通讯），阳恩慧，王郴平. 基于高精度激光断面高程的沥青路面MTD测量[J]. 东南大学学报(自然科学版), 2020,50(01):137-142.

唐明酉,何贤霖,刘智铭,来贝贝,王兵, 战友*（通讯）.基于三维激光成像的路面抗滑性能非接触式检测技术[J/OL].中外公路:1-9[2022-02-24].http://kns.cnki.net/kcms/detail/43.1363.U.20211231.0946.004.html.

Li, Q. J., Zhan, Y., Yang, G., Wang, K. C., & Wang, C. (2017). Panel data analysis of surface skid resistance for various pavement preventive maintenance treatments using long term pavement performance (LTPP) data. Canadian Journal of Civil Engineering, 44(5), 358-366. doi:10.1139/cjce-2016-0540

Li, Q. J., Zhan, Y., Yang, G., & Wang, K. C. (2018). Pavement skid resistance as a function of pavement surface and aggregate texture properties. International Journal of Pavement Engineering, 1-11. doi:10.1080/10298436.2018.1525489

Li, Q. J., Zhan, Y., Yang, G., Pittenger, D. (2018). 3D Characterization of Aggregates for Pavement Skid Resistance. Journal of Transportation Engineering, Part B: Pavements. DOI: 10.1061/JPEODX.0000105.

Zhan, Y., Li, Q. J., Yang, G., & Wang, K. C. (2017). Performance Monitoring of Pavement Surface Characteristics with 3D Surface Data. Airfield and Highway Pavements 2017. doi:10.1061/9780784480946.018

Zhang, A. A., Wang, K. C., Liu, Y., Zhan, Y., Yang, G., Wang, G., Yang, E., Zhang, H., Dong, Z., He, A., Xu, J., Shang, J. (2022). Intelligent pixel‐level detection of multiple distresses and surface design features on asphalt pavements. Computer-Aided Civil and Infrastructure Engineering. https://doi.org/10.1111/mice.12909

Yan, C., Yan, J., Shi, B., Zhan, Y., Zhang, A. (2022). Proposing a novel double sigmoidal model to fit the master curve for various polymer-modified asphalt. International Journal of Pavement Engineering, 1–14. https://doi.org/10.1080/10298436.2022.2099852

Nguyen, V. D., Luo, Q., Wang, T., Zhang, L., Zhan, Y., & Nguyen, T. P. (2022). Monitoring of an instrumented geosynthetic-reinforced piled embankment with a triangular pile configuration. International Journal of Rail Transportation, 1–23. https://doi.org/10.1080/23248378.2022.2032853 

Li, J. Q., Pittenger, D., Wang, K., Yang, G., Zaman, M., Zhan, Y. (2020). Aggregate Characteristics-Based Preventive Maintenance Treatments for Optimized Skid Resistance of Pavements. Transportation Research Record: Journal of the Transportation Research Board, 2674(12), 372-384. doi:10.1177/0361198120953153

Yang, G., Li, Q. J., Zhan, Y., Yu, W., Wang, K. C. P., Peng, Y. (2019). FIELD PERFORMANCE EVALUATION OF HIGH FRICTION SURFACE TREATMENTS (HFST) IN OKLAHOMA. Canadian Journal of Civil Engineering. doi:10.1139/cjce-2018-0521 

Yang, G., Li, Q. J., Zhan, Y., Fei, Y., Zhang, A. (2018). Convolutional Neural Network–Based Friction Model Using Pavement Texture Data. Journal of Computing in Civil Engineering, 32(6), 04018052. doi:10.1061/(asce)cp.1943-5487.0000797

Yang, G., Li, Q.,Zhan, Y. J., Wang, K. C., Wang, C. (2017). Wavelet based macrotexture analysis for pavement friction prediction. KSCE Journal of Civil Engineering, 22(1), 117-124. doi:10.1007/s12205-017-1165-x

Yang, G., Li, Q., Zhan, Y. J., Wang, K. C. (2017). Field Monitoring of the Long Term Pavement Performance (LTPP) Warm-Mix Asphalt (WMA) Site in Oklahoma. DEStech Transactions on Materials Science and Engineering, (Ictim). doi:10.12783/dtmse/ictim2017/9906

Wang, K. C., Li, Q. J., Yang, G., Zhan, Y., Qiu, Y. (2015). Network level pavement evaluation with 1 mm 3D survey system. Journal of Traffic and Transportation Engineering (English Edition),2(6), 391-398. doi: 10.1016/j.jtte.2015.10.005

Li, Q. J., Yang, G., Wang, K. C., Zhan, Y., Merritt, D., & Wang, C. (2016). Effectiveness and performance of high friction surface treatments at a national scale. Canadian Journal of Civil Engineering, 43(9), 812-821. doi:10.1139/cjce-2016-0132

Li, Q., Yang, G., Wang, K. C., Zhan, Y., Wang, C. (2017). Novel Macro- and Microtexture Indicators for Pavement Friction by Using High-Resolution Three-Dimensional Surface Data. Transportation Research Record: Journal of the Transportation Research Board, 2641, 164-176. doi:10.3141/2641-19

Li, Q. J., Wang, K. C., Yang, G., Zhan, J. Y., Qiu, Y. (2018). Data needs and implementation of the Pavement ME Design. Transportmetrica A: Transport Science, 1-30. doi:10.1080/23249935.2018.1504254

Li, Q., Yang, G., Wang, K. C., Zhan, Y. (2016). Evaluation of Pavement Surface Characteristics for High Friction Surface Treatment (HFST). International Conference on Transportation and Development 2016. doi:10.1061/9780784479926.077

Li, Q. J., Pittenger, D. M., Wang, K. C. P., Yang, G.,  Zaman, M.，Zhan, Y.  (2020). Aggregate Characteristics-Based Preventive Maintenance Treatments for Optimized Skid Resistance of Pavements. Transportation Research Record: Journal of the Transportation Research Board.