主持或主研的基金项目：

（1）      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；

（2）      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；

（3）      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；

（4）      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；

（5）      上海市青年科技英才扬帆计划项目，15YF1412800，低激励频率下轨下基础刚度的优化研究，2015/01-2017/12，主持；

（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 technologieson 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；

（6）      上海市青年科技英才扬帆计划项目，15YF1412800，低激励频率下轨下基础刚度的优化研究，2015/01-2017/12，主持；

近五年部分代表性论文：

[1]     Shan,Y.*,Wang, G., Lin, W., Zhou, S., and Rackwitz, F. (2025). Analytical solution ofthe evolution of railway subgrade settlement induced by shield tunnellingbeneath considering soil stress release. Tunnelling and Underground SpaceTechnology, Vol. 162, 106607. (IF: 6.7, JCR Q1区)

[2]     Hu, B., Shan,Y.*, Zhao, Y., Wang, B., Zhou, S., Alberti, G. S., Ma, W.,Detmann, B., and Briançon, L. (2025). Tunneling beneath thepile-raft foundations of high-speed railways: Progressive arching deformationand pile settlement behavior. Underground Space. https://doi.org/10.1016/j.undsp.2024.12.004(IF: 8.2, JCR Q1区)

[3]      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. https://link.cnki.net/urlid/11.2104.u.20250107.1415.002.

[4]     Wang, G., Shan, Y.*, Detmann, B.,and Lin, W. (2024). Physics-based data-driven modelling for predicting subgradesettlement induced by shield tunnelling beneath an existing railway subgrade. TransportationGeotechnics, Vol. 49, 101409. (IF: 4.9, JCR Q1区)

[5]     Hu, B., Shan, Y.*, Zhao, Y., Wang, B., Zhou, S.,Alberti, G. S., Ma, W., and Detmann, B. (2024). Experimental study ontunneling-induced soil arching evolution in pile-raft foundations. TransportationGeotechnics, Vol. 48, 101340. (IF: 4.9, JCR Q1区)

[6]     Tian,Z., Zhou, S., Lee, A., Shan, Y., Detmann, B. (2024). How to identifyearth pressures on in-service tunnel linings: Insights from Bayesian inversionto address non-uniqueness. Transportation Geotechnics, Vol. 48, 101344. (IF: 4.9, JCR Q1区)

[7]     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 thedynamic response of composite pavement surrounding embedded tram tracks tomoving loading: implications to fatigue cracking. Construction and BuildingMaterials, Vol. 421, 135778. (IF: 7.4, JCR Q1区)

[8]      Shan, Y.*,Luo, J., Wang, B., Zhou, S., and Zhang, B. (2024). Critical application zone ofthe jet grouting piles in the vicinity of existing high-speed railway bridge indeep soft soils with medium sensibility. Soils and Foundations, 64 (2024),101407. (IF:3.3, JCR Q2区)

[9]      Shan, Y.*,Li, X., and Zhou, S. (2023). Multi-objective optimisation methodology forstiffness combination design of bridge-embankment transition zones inhigh-speed railways. Computers and Geotechnics, 155, 105242. (IF:5.3, JCR Q1区)

[10]   Zhou, S, Shan, Y.*,Wu, Z., Zhao, W., Yang, L., and Lin, Y. (2023). Lateral deformation ofhigh-speed railway foundation induced by adjacent embankment construction insoft soils: Numerical and field study. Transportation Geotechnics, 41,101005. (IF: 4.9, JCR Q1区)

[11]   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.

[12]   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.

[13]   Xiao, F., Shan,Y.*, Zhou, G., Lin, W., and Li, J. (2023). Criticaltransverse differential settlement between modern tram pile-plank-supportedsubgrade and surrounding pavement subgrade. Transportation Geotechnics,Vol. 38, 100896.(IF: 4.9, JCR Q1区)

[14]   Zhou, S., Jiang, H., Fu,L., Shan, Y., Ye, W., and Guo, P. (2023). Experimental study ondeformation and strength characteristics of granular soil-structure interfaceunder coupled monotonic shear and vibration using a modified direct shearapparatus. Acta Geotechnica, Vol.18(6), 2899-2913. (IF: 5.6, JCR Q1区)

[15]   Jiang,H., Zhou, S., Fu, L., Shan, Y., Dai, N., Guo, P. (2023). Vibro-induced weakeningof interface friction between granular materials and textured surfaces: Anexperimental study with a modified direct shear apparatus. Soil Dynamics andEarthquake Engineering, Vol.158, 107289. (IF: 4.2, JCR Q1区)

[16]   Dai,N., Shan, Y.*, Fu, L., Ye, W., Guo, P., Zhou, S., Rackwitz, F., andStolle, D. (2022). Vibro-fluidization of sand under coupled static loading andhigh-frequency cyclic loading. Canadian Geotechnical Journal, Vol. 59 (1), 101-110. (ESI前1%高被引, IF: 3.0, JCR Q2区)

[17]   Shan,Y.*, Xiao, W., Xiang, K., Wang, B., and Zhou, S. (2022).Semi-automatic construction of pile-supported subgrade adjacent to existingrailway. Automation in Construction, Vol. 134: 104085. (IF: 9.6, JCR Q1区)

[18]  Shan, Y.*, Ma, W.,Xiang, K., Wang, B., Zhou, S., and Guo, H. (2022). Vertical dynamic response of afloating pile in unsaturated poroelastic media based on the fictitiousunsaturated soil pile model. Applied Mathematical Modelling,Vol. 109, 209-228. (IF:4.4, JCR Q1区)

[19]   Liu,C., Shan, Y.*, Wang, B., Zhou, S., and Wang, C. (2022). Reinforcementload in geosynthetic-reinforced pile-supported model embankments. Geotextilesand Geomembranes, Vol. 50(6), 1135-1146. (IF: 4.7, JCR Q1区)

[20]  Ma, W., Shan, Y.*,Xiang, K., Wang, B., Zhou, S. (2022). Torsional dynamic response of a pipe pile inhomogeneous unsaturated soils. Computers and Geotechnics, Vol. 143(7-8): 104607. (IF: 5.3, JCR Q1区)

[21]  Ma, W., Shan, Y.*,Xiang, K., Wang, B., Zhou, S. (2022). Vertical dynamic impedance of end-bearing pile groupsembedded in homogeneous unsaturated soils. International Journal forNumerical and Analytical Methods in Geomechanics, Vol. 46(6), 1154-1176. (IF: 4.0, JCR Q1区)

[22]  Zhou, S., Shan, Y.*, Wang, C., Yao,Q., Jia, Y., and Lin, Z. (2022). Theoretical method for additional horizontalstress of isolation piles due to adjacent loading. International Journal forNumerical and Analytical Methods in Geomechanics, Vol.46(9), 1581-1606. (IF: 3.4, JCR Q1区)

[23]   Wu,Y., Shan, Y.*, Lai, Y., and Zhou, S. (2022). Method of calculating landsurface temperatures based on the low-altitude UAV thermal infrared remotesensing data and the near-ground meteorological data. Sustainable Cities andSociety, Vol. 78: 103615.(IF: 10.5, JCR Q1区)

[24]   Wu, Y., Shan,Y.*, Zhou, S., Lai, Y., and Xiao, J. (2022). Estimatinganthropogenic heat from an urban rail transit station: A case study ofQingsheng metro station, Guangzhou, China. Sustainable Cities and Society,Vol. 82: 103895.(IF: 10.5, JCR Q1区)

[25]   Ma,W., Shan, Y.*, Wang, B., Zhou,S., and Wang, C. (2022). Analytical solution for trosionalvibration of an end-bearing pile in nonhomogeneous unsaturated soil. Journalof Building Engineering, Vol. 57, 104863. (IF: 6.7, JCR Q1区)

[26]   Shan,Y.*, Huang, A., Qian, X., Zhou, S., Zhou, X. (2022).Long-term in-situ monitoring on foundation settlement and service performanceof a novel pile-plank-supported ballastless tram track in soft soil regions. TransportationGeotechnics, Vol. 36, 100821. (IF: 4.9, JCR Q1区)

[27]   Ye,W., Fu, L., Shan, Y., Dai, N., Guo, P., Zhou, S., and Rackwitz, F.(2022). Experimental study on dynamic characteristics of granular materialsunder axial high-frequency vibration. Acta Geotechnica, 17 (6),3211-3227.(IF: 5.6, JCR Q1区)

[28]  Shan, Y.*, Cheng, G., Gu, X., Zhou, S.,Xiao, F. (2021). Optimization of design parameters of displacement isolationpiles constructed between a high-speed railway bridge and a double-line metrotunnel: From the view point of vibration isolation effect. Computers andGeotechnics, Vol. 140 (3): 104460.(IF: 5.3, JCR Q1区)

[29]   Shan,Y.*, Zhou, X., and Zhou, S. (2021). One-dimensionalsemi-analytical model on longitudinal thermal loads of a tram track pile-plankstructure buried beneath the pavement. Archives of Civil and MechanicalEngineering, Vol. 21 (1): 36. (IF: 4.4, JCR Q1区)

[30]   Shan,Y.*, Wang, B., Zhang, J., and Zhou, S. (2021). The influence of dynamic loading and thermal conditions ontram track slab damage resulting from subgrade differential settlement. EngineeringFailure Analysis. Vol. 128 (2): 105610. (IF: 4.4, JCR Q1区)

[31]   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 theprediction 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)

[32]   Shan,Y.*, Zhou, S., Wang, B., and Ho, C. L. (2020). Differential settlementprediction of ballasted tracks in bridge-embankment transition zones. Journalof Geotechnical and Geoenvironmental Engineering, 146(9), 04020075. (IF: 3.9, JCR Q1区)

[33]   Zhou,S., Wang, B., and Shan, Y.* (2020). Review of research on high-speedrailway subgrade settlement in soft soil area. Railway Engineering Science,Vol. 28 (1), 129-145. (IF:4.4, JCR Q2区)

[34]  Gu, X., Liang, X., Shan,Y., Huang, X, and Tessari, A. (2020). Discrete element modeling of shearwave propagation using bender elements in confined granular materials ofdifferent grain sizes. Computers and Geotechnics, 125 (11), 103672. (IF:5.3, JCR Q1区)

[35]   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.

[36]   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.

（1）      陕耀（1/20），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

（2）      陕耀（12/15），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