主持或参加的基金项目
（1）国家自然科学基金国际合作与交流项目，NSFC-ERC（中欧）, W2421014,基于样本复杂度的高铁路基动力参数反演计算方法，2024/09-2026/02,主持；
（2）国家自然科学基金面上项目，52378458，400km/h及以上高铁路基多界面散射波场特性及计算方法，2024/01-2027/12，主持；
（3）国际铁路联盟（UIC）国际合作项目，Risk control technologies on constructions in the vicinity of existing railway tracks，2022/01-2023/06,主持；
（4）国家自然科学基金国际合作与交流项目（组织间合作研究-NSFC-DFG中德），51761135109，基于材料非线性的高速铁路轨下基础层状系统动力响应特性研究，2018/01-2020/12，主研；
（5）国家自然科学基金青年项目, 51708424, 高速铁路过渡段车致弹性波渡越辐射能，2018/01-2020/12，主持；
获奖状况
（1）德国洪堡资深学者（Humboldt Research Fellowship for Experienced Researchers），2025
（2）陕耀（排名1），软土地区高铁不停运接轨工程关键技术与装备，中国铁道学会科学技术二等奖，2022
（3）陕耀（排名12），高速铁路路基不均匀沉降控制理论和技术，教育部科技进步一等奖，2016
（4）铁路重大科技创新成果A类，2024
（5）铁路重大科技创新成果A类，2023
学术任职
（1）Construction and Building Materials（IF: 7.4, JCR Q1区）期刊客座主编；
（2）Scientific Reports（IF: 3.9, JCR Q1区）编委；
（3）Journal of Zhejiang University-SCIENCE A (IF: 3.4, JCR Q1区)青年编委；
（4）Journal of Central South University (IF: 3.7, JCR Q1区)青年编委；
（5）Deep Underground Science and Engineering,青年编委；
（6）Geohazard Mechanics,青年编委；
（7）铁道科学与工程学报，青年编委；
（8）International Conference of Rail Transportation (ICRT 2024)组委会主席；
（9）中国土木工程学会土力学与岩土工程分会交通岩土工程学术委员会委员；
（10）中国工程建设标准化协会城市交通专业委员会委员：
近五年部分代表性论文
[1]Li, J.,Shan, Y.*, Yan, Y., Zhou, S., Ji, X., Shu, Z., and Xiang, K. (2025). Extension and applications of dependent cohesive zone models to mixed mode damage. Theoretical and Applied Fracture Mechanics, Vol. 141, Part A, 105250.(IF: 5.6, JCR Q1区,中科院一区Top期刊)
[2]Hu, B.,Shan, Y.*, Zhao, Y., Wang, B., Zhou, S., Alberti, G. S., Ma, W., Detmann, B., and Briançon, L. (2025).Tunneling beneath the pile-raft foundations of high-speed railways: Progressive arching deformation and pile settlement behavior.Underground Space, Vol. 25, 54-73. (ESI前1%高被引,IF: 8.3,JCR Q1区,中科院一区Top期刊)
[3]Li, J.,Shan, Y.*, Yan, Y.,, Zhou, S., Ji, X., Shu, Z., and Xiang, K. (2025). A generalized rate-depended cohesive zone model with energy-driven damage evolution mode: development and application. Engineering Fracture Mechanics, Vol.329,111635. (IF:5.3, JCR Q1区)
[4]Sun, W., Dong, Y., Tang, J., Zhang, L., Meng, Y.,Shan, Y.*, Yin, X., Shi, G. (2025). Identifying 3D key parameters of truck cranes for online overturning supervision in railway-involved constructions. Computer-Aided Civil and Infrastructure Engineering, Vol. 40 (23), 3812-3832. (IF: 9.1, JCR Q1区,中科院一区Top期刊)
[5]Wang, G.,Shan, Y.*, Lin, W., Tian, Z., Zhou, S., Alberti, G. S., Detmann, B., Zhou, T., and Chen, J. (2025). A lightweight physics-data-driven method for real-time prediction of subgrade settlements induced by shield tunneling. Computer-Aided Civil and Infrastructure Engineering, DOI: 10.1111/mice.13512. (IF: 9.1, JCR Q1区,中科院一区Top期刊)
[6]Shan, Y.*, Wang, G., Lin, W., Zhou, S., and Rackwitz, F. (2025). Analytical solution of the evolution of railway subgrade settlement induced by shield tunnelling beneath considering soil stress release.Tunnelling and Underground Space Technology, Vol. 162, 106607. (IF: 6.7,JCR Q1区,中科院一区Top期刊)
[7]李加,陕耀*,周顺华,纪小平,李檬. (2025).有轨电车包裹材料-沥青混凝土交界面损伤行为研究[J].铁道学报, Vol. 47(11), 143-151. (行业Top)
[8]李欣然,陕耀*,周顺华.通过倾斜界面耦合的弹性层散射能量计算模型的混合求解方法.力学学报, 2025, Vol. 57(4), 1-18. (力学Top)
[9]Wang, G.,Shan, Y.*, Detmann, B., and Lin, W. (2024). Physics-based data-driven modelling for predicting subgrade settlement induced by shield tunnelling beneath an existing railway subgrade.Transportation Geotechnics, Vol. 49, 101409.(IF: 4.9, JCR Q1区)
[10]Hu, B.,Shan, Y.*, Zhao, Y., Wang, B., Zhou, S., Alberti, G. S., Ma, W., and Detmann, B. (2024).Experimental study on tunneling-induced soil arching evolution in pile-raft foundations.Transportation Geotechnics, Vol. 48, 101340.(IF: 4.9, JCR Q1区)
[11]Tian, Z., Zhou, S., Lee, A.,Shan, Y., Detmann, B. (2024). How to identify earth pressures on in-service tunnel linings: Insights from Bayesian inversion to address non-uniqueness.Transportation Geotechnics, Vol. 48, 101344.(IF: 4.9, JCR Q1区)
[12]Shan, Y.*, Li, J., Ji, X, Liu, S., Zhou, S., Li, L., Deng, H., Li, Y., and Liu, K. (2024). FEM and field tests to study the dynamic response of composite pavement surrounding embedded tram tracks to moving loading: implications to fatigue cracking.Construction and Building Materials, Vol. 421, 135778.(IF: 7.4, JCR Q1区,中科院一区Top期刊)
[13]Shan, Y.*, Li, X., and Zhou, S. (2023). Multi-objective optimisation methodology for stiffness combination design of bridge-embankment transition zones in high-speed railways.Computers and Geotechnics, 155, 105242.(IF: 5.3, JCR Q1区,中科院一区Top期刊)
[14]Zhou, S,Shan, Y.*, Wu, Z., Zhao, W., Yang, L., and Lin, Y. (2023). Lateral deformation of high-speed railway foundation induced by adjacent embankment construction in soft soils: Numerical and field study.Transportation Geotechnics, 41, 101005. (IF: 4.9, JCR Q1区)
[15]陕耀*,李欣然,周顺华. (2023).双介质耦合刚性基弹性层平面应变型导波模式及界面散射能量分配[J].力学学报, 2023, Vol. 55 (5): 111-123. (力学Top)
[16]陕耀*,陈平,周顺华,叶伟涛,代宁. (2023).高频循环荷载作用下砂土抗剪强度试验研究[J].铁道学报, Vol. 45(08), 147-155. (行业Top)
[17]Xiao, F.,Shan, Y.*, Zhou, G., Lin, W., and Li, J. (2023). Critical transverse differential settlement between modern tram pile-plank-supported subgrade and surrounding pavement subgrade.Transportation Geotechnics, Vol. 38, 100896.(IF: 4.9, JCR Q1区)
[18]Zhou, S., Jiang, H., Fu, L.,Shan, Y., Ye, W., and Guo, P. (2023). Experimental study on deformation and strength characteristics of granular soil-structure interface under coupled monotonic shear and vibration using a modified direct shear apparatus.Acta Geotechnica, Vol.18(6), 2899-2913. (IF: 5.6, JCR Q1区,中科院一区Top期刊)
[19]Jiang, H., Zhou, S., Fu, L.,Shan, Y., Dai, N., Guo, P. (2023).Vibro-induced weakening of interface friction between granular materials and textured surfaces: An experimental study with a modified direct shear apparatus.Soil Dynamics and Earthquake Engineering, Vol.158, 107289. (IF: 4.2, JCR Q1区)
[20]Dai, N.,Shan, Y.*, Fu, L., Ye, W., Guo, P., Zhou, S., Rackwitz, F., and Stolle, D. (2022). Vibro-fluidization of sand under coupled static loading and high-frequency cyclic loading.Canadian Geotechnical Journal, Vol.59 (1), 101-110.(ESI前1%高被引, IF: 3.0, JCR Q2区)
[21] Shan, Y.*, Xiao, W., Xiang, K., Wang, B., and Zhou, S. (2022). Semi-automatic construction of pile-supported subgrade adjacent to existing railway. Automation in Construction, Vol. 134: 104085. (IF: 9.6, JCR Q1区, 中科院一区Top期刊)
[22] Shan, Y.*, Ma, W., Xiang, K., Wang, B., Zhou, S., and Guo, H. (2022). Vertical dynamic response of a floating pile in unsaturated poroelastic media based on the fictitious unsaturated soil pile model. Applied Mathematical Modelling, Vol. 109, 209-228. (IF: 4.4, JCR Q1区, 中科院一区Top期刊)
[23] Liu, C., Shan, Y.*, Wang, B., Zhou, S., and Wang, C. (2022). Reinforcement load in geosynthetic-reinforced pile-supported model embankments. Geotextiles and Geomembranes, Vol. 50(6), 1135-1146. (IF: 4.7, JCR Q1区, 中科院一区Top期刊)
[24] Ma, W., Shan, Y.*, Xiang, K., Wang, B., Zhou, S. (2022). Torsional dynamic response of a pipe pile in homogeneous unsaturated soils. Computers and Geotechnics, Vol. 143 (7-8): 104607. (IF: 5.3, JCR Q1区, 中科院一区Top期刊)
[25] Ma, W., Shan, Y.*, Xiang, K., Wang, B., Zhou, S. (2022). Vertical dynamic impedance of end-bearing pile groups embedded in homogeneous unsaturated soils. International Journal for Numerical and Analytical Methods in Geomechanics, Vol. 46(6), 1154-1176. (IF: 4.0, JCR Q1区)
[26] Zhou, S., Shan, Y.*, Wang, C., Yao, Q., Jia, Y., and Lin, Z. (2022). Theoretical method for additional horizontal stress of isolation piles due to adjacent loading. International Journal for Numerical and Analytical Methods in Geomechanics, Vol.46(9), 1581-1606. (IF: 3.4, JCR Q1区)
[27] Wu, Y., Shan, Y.*, Lai, Y., and Zhou, S. (2022). Method of calculating land surface temperatures based on the low-altitude UAV thermal infrared remote sensing data and the near-ground meteorological data. Sustainable Cities and Society, Vol. 78: 103615. (IF: 10.5, JCR Q1区, 中科院一区Top期刊)
[28] Wu, Y., Shan, Y.*, Zhou, S., Lai, Y., and Xiao, J. (2022). Estimating anthropogenic heat from an urban rail transit station: A case study of Qingsheng metro station, Guangzhou, China. Sustainable Cities and Society, Vol. 82: 103895. (IF: 10.5, JCR Q1区, 中科院一区Top期刊)
[29] Ma, W., Shan, Y.*, Wang, B., Zhou, S., and Wang, C. (2022). Analytical solution for trosional vibration of an end-bearing pile in nonhomogeneous unsaturated soil. Journal of Building Engineering, Vol. 57, 104863. (IF: 6.7, JCR Q1区, 中科院Top期刊)
[30] Shan, Y.*, Huang, A., Qian, X., Zhou, S., Zhou, X. (2022). Long-term in-situ monitoring on foundation settlement and service performance of a novel pile-plank-supported ballastless tram track in soft soil regions. Transportation Geotechnics, Vol. 36, 100821. (IF: 4.9, JCR Q1区)
[31] Ye, W., Fu, L., Shan, Y., Dai, N., Guo, P., Zhou, S., and Rackwitz, F. (2022). Experimental study on dynamic characteristics of granular materials under axial high-frequency vibration. Acta Geotechnica, 17 (6), 3211-3227. (IF: 5.6, JCR Q1区, 中科院一区Top期刊)
[32] Shan, Y.*, Cheng, G., Gu, X., Zhou, S., Xiao, F. (2021). Optimization of design parameters of displacement isolation piles constructed between a high-speed railway bridge and a double-line metro tunnel: From the view point of vibration isolation effect. Computers and Geotechnics, Vol. 140 (3): 104460. (IF: 5.3, JCR Q1区, 中科院一区Top期刊)
[33] Shan, Y.*, Zhou, X., and Zhou, S. (2021). One-dimensional semi-analytical model on longitudinal thermal loads of a tram track pile-plank structure buried beneath the pavement. Archives of Civil and Mechanical Engineering, Vol. 21 (1): 36. (IF: 4.4, JCR Q1区)
[34] Shan, Y.*, Wang, B., Zhang, J., and Zhou, S. (2021). The influence of dynamic loading and thermal conditions on tram track slab damage resulting from subgrade differential settlement. Engineering Failure Analysis. Vol. 128 (2): 105610. (IF: 4.4, JCR Q1区, 中科院一区)
[35] Shan, Y.*, Zhou, X., Cheng, G., Jiang, Z., and Zhou, S. (2021). In-situ test on impact loads of a five-module 100% low-floor tram and the prediction of damage characteristics of a pile-plank-supported tram track. Construction and Building Materials, Vol.277 (11-12), 122320. (IF: 7.4, JCR Q1区, 中科院一区Top期刊)
[36] Shan, Y.*, Zhou, S., Wang, B., and Ho, C. L. (2020). Differential settlement prediction of ballasted tracks in bridge-embankment transition zones. Journal of Geotechnical and Geoenvironmental Engineering, 146(9), 04020075. (IF: 3.9, JCR Q1区)
[37] Zhou, S., Wang, B., and Shan, Y.* (2020). Review of research on high-speed railway subgrade settlement in soft soil area. Railway Engineering Science, Vol. 28 (1), 129-145. (IF: 4.4, 中科院二区)
[38] Gu, X., Liang, X., Shan, Y., Huang, X, and Tessari, A. (2020). Discrete element modeling of shear wave propagation using bender elements in confined granular materials of different grain sizes. Computers and Geotechnics, 125 (11), 103672. (IF: 5.3, JCR Q1区, 中科院一区Top期刊)
[39] 陕耀*, 苏瓅, 周顺华(2020). 倾斜界面耦合弹性层中的渡越辐射能[J]. 力学学报, Vol. 52 (1): 111-123. (力学Top)
[40] 陕耀*, 陆义, 周顺华, 王炳龙. (2020). 有轨电车桩板结构路基与道路路基横向差异沉降离心试验研究[J]. 岩石力学与工程学报, Vol. 39 (5), 1049-1060. (行业Top)