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 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)

[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. 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 subgrade settlement induced by shield tunnelling beneath an existing railway subgrade. Transportation Geotechnics, 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 on tunneling-induced soil arching evolution in pile-raft foundations. Transportation Geotechnics, Vol. 48, 101340. (IF: 4.9, JCR Q1区)

[6]      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)

[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 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)

[8]      Shan, Y.*, Luo, J., Wang, B., Zhou, S., and Zhang, B. (2024). Critical application zone of the jet grouting piles in the vicinity of existing high-speed railway bridge in deep 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 for stiffness combination design of bridge-embankment transition zones in high-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 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)

[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). 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)

[14]   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)

[15]   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)

[16]   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)

[17]   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)

[18]   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)

[19]   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)

[20]   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)

[21]   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)

[22]   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)

[23]   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)

[24]   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)

[25]   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)

[26]   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)

[27]   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)

[28]   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)

[29]   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)

[30]   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)

[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 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)

[32]   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)

[33]   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, JCR Q2区)

[34]  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)

[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.