第一或通讯作者论文：（*通讯作者）

[1]      Wang, T; Yan, Z; Li, T*; Wang, L; Luo, Q. Design methodology for heavy-haul railway track foundations under 40-tonne axle loads. International Journal of Rail Transportation, 2025, 10.1080/23248378.2025.2453928

[2]      Hu, T; Zhao, L; Wang, T*; Yue, Z; Yuan, Y; Zhang, Y. Geothermal Heat Pump Solutions for Frost Heave Control in Railway Subgrades. Geothermics, 2025, 127: 103244.

[3]      Hu, T; Zhao, L; Wang, T*; Yue, Z; Yuan, Y; Zhang, Y; Cai, D. Field evaluation of a novel thermally controlled subgrade for mitigating frost heave. International Journal of Rail Transportation, 2025, 10.1080/23248378.2024.2443978

[4]      Liu, K; Li, B; Xiao, K; Xiao, J; Liu, S; Wang, T*. Comparative Performance of Geosynthetic-Encased Columns with Steel Slag and Gravel for Soft Soil Improvement. International Journal of Geomechanics, 2025, 25(6):04025090.

[5]      Hu, T; Zhao, L; Wang, T*; Yue, Z; Yuan, Y. Predictive modeling for dynamic heat load in frigid railway roadbeds: An energy-efficient approach. Thermal Science and Engineering Progress, 2024, 56: 103049.

[6]      Hu, Q; Zhang, L; Luo, Q; Yu, K; Connolly, D; Qin, L; Wang, L; Wang, T*. Impact of Polycarboxylate Superplasticizer Dosage on Controlled Low Strength Material Flowability and Bleeding: Insights from Water Film Thickness. Construction and Building Materials, 2024, 447: 138145.

[7]      Wang, P; Firat, M; Lin, Y; Wang, T*. Predicting Soil Thermal Properties in Freeze-Thaw Cycles Using EFAttNet: A Comparative Analysis. PLoS ONE, 2024, 19(7): e0305529.

[8]      Liu, K; Qiu, R; Zhou, P; Wang, T*; Connolly, D; Xiao, J. Geotextile-Encased Cinder Gravel Columns: A Coupled DEM-FDM Analysis. Geosynthetics International, 2025, 32(2): 302-317.

[9]      Liu, K; Li, B; Li, Y; El Naggar, MH; Wang, T*; Qiu, R. Cyclic Response of Floating Geosynthetic-Encased Steel Slag Columns in Soft Clay. Journal of Rock Mechanics and Geotechnical Engineering, 2025,17(2): 1182-1193.

[10]   Zhang, L; Hu, Q; Luo, Q; Connolly, D; Wang, T*. Assessing Workability of Ready-Mixed Soils Derived from Excess Spoil. Journal of Materials in Civil Engineering, 2024, 36(10): 04024331

[11]   Zhao, M; Gu, J; El Naggar, MH; Liu, H; Liu, G; Wang, T*. Intrinsic Compressibility of Laterites and Lateritic Soils. Canadian Geotechnical Journal, 2024, 61(12): 2774-2784.

[12]   Lyu, P; Luo, Q; Wang, T*; Connolly, D; Ye, Q. Serviceability of railway slab track foundations with retaining walls under train loading. International Journal of Rail Transportation, 2025, 13(1): 23-48.

[13]   Lu, R; Luo, Q; Wang, T*; Connolly, D; Xie, T. A Combined Experimental and DEM Investigation of Grain Interlocking in Sheared Granular Assemblies. Particuology, 2024, 90: 436-451

[14]   Wang, T; Luo, Q; El Naggar, MH; Liu, H; Liu, K. Centrifuge and analytical modeling of counterweight retaining walls under translation mode. Canadian Geotechnical Journal, 2024, 61(6): 1203-1223

[15]   Feng, G; Luo, Q; Wang, T*; Connolly, D; Liu, K*. Frequency Spectra Analysis of Vertical Stress in Ballasted Track Foundations: Influence of Train Configuration and Subgrade Depth. Transportation Geotechnics, 2024, 44: 101167.

[16]   Liu, G; Zhou, J; Connolly, D; Luo, Q; Wang, T*; Liu, K; Zhao, M. A Statistical Damage Constitutive Model for Graded Gravels Incorporating the Degree of Compaction and the Damage-Softening Index. International Journal of Geomechanics, 2024, 24(4): 04024033.

[17]   Liu, H; Luo, Q; El Naggar, M; Liu, K; Wang, T*. Evaluating stability of rigid-column-supported and geosynthetic-reinforced embankments. Geosynthetics International, 2024, 31(5): 711-727.

[18]   Yang, Y; Jiang, L*; El Naggar, M; Luo, Q; Liu, H; Zhang, T; Wang, T*. Seismic performance of buffer-equipped anchored piles considering end restraints. Soil Dynamics and Earthquake Engineering, 2023, 174: 108169.

[19]   Zhan, Y; Luo, Z; Lin, X; Nie, Z; Deng, Q; Qiu, Y; Wang, T*. Pavement preventive maintenance decision-making for high antiwear and optimized skid resistance performance. Construction and Building Materials, 2023, 400: 132757.

[20]   Liu, G; Zhao, M; Wang, T*; Connolly, D; Cai, Y; Jiang, J; Bai, W. Permeation Grouting of Low-permeability Silty Sands with Colloidal Silica. Case Studies in Construction Materials, 2023, 19: e02327.

[21]   Lyu, P; Luo, Q; Wang, T*; Connolly, D. Railway Gravity Retaining Wall Design Using the Flower Pollination Algorithm. Transportation Geotechnics, 2023, 42: 101065.

[22]   Liu, H; Luo, Q; Wang, T*; Jiang, L; Yang, H. Staged embankment construction in geotechnical centrifuges. Geotechnical Testing Journal, 2024, 47(2): 563-585.

[23]   Wang, T; Connolly, D; Luo, Q; Ye, Q*; Liu, K. Shakedown limit analysis of railway slab track foundations under train loading. Computers and Geotechnics, 2023, 161: 105620.

[24]   Lu, R; Luo, Q*; Wang, T*; Connolly, D; Liu, K; Zhao, C. Discrete element modelling of the effect of aspect ratio on compaction and shear behaviour of aggregates. Computers and Geotechnics, 2023, 161: 105558.

[25]   Feng, G; Luo, Q; Lyu, P; Connolly, D; Wang, T*. An Analysis of Dynamics of Retaining Wall Supported Embankments: Towards More Sustainable Railway Designs. Sustainability, 2023, 15(10): 7984.

[26]   Nguyen, V; Luo, Q; Xue, Y; Wang, T*; Zhang, L; Zhang, D. Extended concentric arches model for piled beam-supported embankments. Computers and Geotechnics, 2023, 160: 105517.

[27]   Wang, T; Chen, W; Li, T; Connolly, D; Luo, Q*; Liu, K; Zhang, W. Surrogate-assisted uncertainty modeling of embankment settlement. Computers and Geotechnics, 2023, 159: 105498.

[28]   Liu, H; Luo, Q; El Naggar, M; Zhang, L; Wang, T*. Centrifuge modeling of stability of embankment on soft soil improved by rigid columns. Journal of Geotechnical and Geoenvironmental Engineering, 2023, 149(9): 04023069.

[29]   Wang, L; Wang, P; Liu, J; Liu, J; Chen, W; Zhang, Q; Wang, T*. Crystallization deformation and phase transitions of coarse-grained sulfate saline soils upon cooling. Cold Regions Science and Technology, 2023, 209: 103804.

[30]   Xie, H; Luo, Q; Wang, T*; Jiang, L; Connolly, D. Stochastic analysis of dynamic stress amplification factors for slab track foundations. International Journal of Rail Transportation, 2024, 12(2): 281-303.

[31]   Ye, Q; Luo, Q; Connolly, D; Wang, T*; Xie, H; Ding, H. The effect of asphaltic support layers on slab track dynamics. Soil Dynamics and Earthquake Engineering, 2023, 166: 107771.

[32]   Wang, T; Nguyen, V; Bui, P; Luo, Q; Liu, K; Zhang, L*. Three-dimensional physical modeling of load transfer in basal reinforced embankments under differential settlement. Geotextiles and Geomembranes, 2023, 51(2): 330-341.

[33]   Nguyen, V; Luo, Q; Wang, T*; Liu, K; Zhang, L; Nguyen, T. Load Transfer in Geosynthetic-Reinforced Piled Embankments with a Triangular Arrangement of Piles. Journal of Geotechnical and Geoenvironmental Engineering, 2023, 149(2): 04022131.

[34]   Lu, R; Luo, Q; Wang, T*; Zhao, C. Comparison of clumps and rigid blocks in three-dimensional DEM simulations: curvature-based shape characterization. Computers and Geotechnics, 2022, 151: 104991.

[35]   Wang, T; Qu, S; Liu, J; Luo, Q; Hu, T*. Frost jacking of piles in seasonally and perennially frozen ground. Cold Regions Science and Technology, 2022, 203: 103662.

[36]   Wei, M; Luo, Q; Feng, G; Wang, T*; Jiang, L. Shaking table tests on a cantilever retaining wall with reinforced and unreinforced backfill. J. Zhejiang Univ. Sci. A, 2022, 23(11): 900-916.

[37]   Feng, G; Zhang, L; Luo, Q; Wang, T*; Xie, H. Monitoring the dynamic response of track formation with retaining wall to heavy-haul train passage. International Journal of Rail Transportation, 2023, 11(5): 748-766.

[38]   Chen, W; Qu, S; Lin, L; Luo, Q; Wang, T*. Ensemble learning methods for shear strength prediction of fly ash-amended soils with lignin reinforcement. Journal of Materials in Civil Engineering - ASCE, 2023, 35(4): 04023022.

[39]   Chen, W; Luo, Q; Liu, J; Wang, T*; Wang, L. Modeling of frozen soil-structure interface shear behavior by supervised deep learning. Cold Regions Science and Technology, 2022, 200: 103589.

[40]   Wang, T; Ma, H; Liu, K; Luo, Q; Xiao, S. Load transfer and performance evaluation of piled beam-supported embankments. Acta Geotechnica, 2022, 17: 4145–4171.

[41]   Nguyen, V; Luo, Q; Wang, T*; Zhang, L; Zhan, Y; Nguyen, T. Monitoring of an instrumented geosynthetic-reinforced piled embankment with a triangular pile configuration. International Journal of Rail Transportation, 2022, 11(1): 69-91.

[42]   Wang, T; Luo, Q*; Li, Z; Zhang, W; Chen, W; Wang, L. System safety assessment with efficient probabilistic stability analysis of engineered slopes along a new rail line. Bulletin of Engineering Geology and the Environment, 2022, 81: 68.

[43]   Luo, Q; Fu, H; Liu, K; Wang, T*; Feng, G. Monitoring of train-induced responses at asphalt support layer of a high-speed ballasted track. Construction and Building Materials, 2021, 298: 123909.

[44]   Wang, T*; Liu, J; Luo, Q; Wang, Q; Zhang, L; Qi, W. Calculation for frost jacking resistance of single helical steel piles in cohesive soils. Journal of Cold Regions Engineering - ASCE, 2021, 35(2): 06021001.

[45]   Wang, T; Ma, H; Liu, J; Luo, Q; Wang, Q; Zhan, Y*. Assessing frost heave susceptibility of gravelly soils based on multivariate adaptive regression splines model. Cold Regions Science and Technology, 2021, 181: 103182.

[46]   Wang, T; Luo, Q*; Zhang, L; Xiao, S; Fu, H. Dynamic response of stabilized cinder subgrade during train passage. Construction and Building Materials, 2021, 270: 121370.

[47]   Ma, H; Luo, Q; Wang, T*; Jiang, H; Lu, Q. Numerical stability analysis of piled embankments reinforced with ground beams. Transportation Geotechnics, 2021, 26: 100427.

[48]   Wang, T; Luo, Q*; Liu, J; Liu, G; Xie, H. Method for slab track substructure design at a speed of 400 km/h. Transportation Geotechnics, 2020, 24: 100391.

[49]   Wang, T; Luo, Q*; Liu, M; Wang, L. Qi, W. Physical modeling of train-induced mud pumping in substructure beneath ballastless slab track. Transportation Geotechnics, 2020, 23:100332.

[50]   Liu, J; Wang, T*; Tai, B; Lv, P. A method for frost jacking prediction of single pile in permafrost. Acta Geotechnica, 2020, 15: 455-470.

[51]   Luo, Q; Liang, D; Wang, T*; Zhang, L; Jiang, L. Application of high-vesicularity cinder gravels to railway earth structure in Ethiopia. Journal of Materials in Civil Engineering - ASCE, 2020, 32(11): 04020347.

[52]   Luo, Q; Wu, P; Wang, T*. Evaluating frost heave susceptibility of well-graded gravel for HSR subgrade based on orthogonal array testing. Transportation Geotechnics, 2019, 21: 100283.

[53]   Wang, T; Liu, J*; Tai, B; Zang, C; Zhang, Z. Frost jacking characteristics of screw piles in seasonally frozen regions based on thermo-mechanical simulations. Computers and Geotechnics, 2017, 91: 27-38.

[54]   Wang, T; Liu, J*; Tian, Y; Lv, P. Frost jacking characteristics of screw piles by model testing. Cold Regions Science and Technology, 2017, 138: 98-107.

[55]   Wang, T; Liu, J*; Zhao, H; Shang, Y; Liu, X. Experimental study on the anti-jacking-up performance of a screw pile for photovoltaic stents in a seasonal frozen region. J. Zhejiang Univ. Sci. A, 2016, 17(7): 512-524.

[56]   Hu, T; Wang, L; Wang, T*; Sun, T; Li, T. Frost-resistant embankments with a novel ground source heat pump system. Research in Cold and Arid Regions, 2024, 16(6): 292-301.

[57]   Qi, W.; Fu, N.; Du, J*.; Wang, X.; Wang, T*. Transforming Waste Red-Bed Mudstone into Sustainable Controlled Low-Strength Materials: Mix Design for Enhanced Engineering Performance. Buildings 2025, 15, 1439.

[58]   Hu, T; Wang, T*. A finite volume-based model for the hydrothermal behavior of soil under freeze–thaw cycles. PLoS ONE, 2021, 16(6): e0252680.

[59]   Ye, Q; Luo, Q; Feng, G; Wang, T*; Xie, H. Stress distribution in roadbeds of slab tracks with longitudinal discontinuities. Railway Engineering Science, 2023, 31(1): 61-74.

[60]   Luo, Q; Wei, M; Lu, Q; Wang, T*. Simplified analytical solution for stress concentration ratio of piled embankments incorporating pile–soil interaction. Railway Engineering Science, 2021, 29(2): 199-210.

[61]   Luo, Y; Jiang, L; Qin, L; Luo, Q; Connolly, D; Wang, T*. Optimizing Cement Content in Controlled Low-Strength Soils: Effects of Water Content and Hydration Time. Materials, 2024, 17, 5915.

[62]   Li, R; Pang, Z; Ling, T; Wang, T*. Development and Performance Evaluation of an Asphalt Regenerant Derived from Waste Engine Oil Residue. Materials, 2023, 16(19), 6488.

[63]   Luo, Q; Liu, M; Wang, T*; Wu, P. Correction Method for Hydraulic Conductivity Measurements Made Using a Fixed Wall Permeameter. Mathematical Problems in Engineering, 2020, 2020: 1274728.

[64]   Liu, K*; Wang, T*, Zhang, X. Intelligent Techniques Applied in Infrastructure, Engineering, and Construction. Buildings 2025, 15(11): 1799.

[65]   王腾飞, 刘建坤*,邰博文, 等. 螺旋桩冻拔特性的模型试验研究. 岩土工程学报,2018,40(6): 1084-1092.

[66]   冯桂帅, 罗强, 张良, 谢宏伟, 王腾飞*. 高速铁路有砟轨道沥青混凝土基床结构动力响应测试. 土木工程学报, 2023, 56(7): 168-179.

[67]   罗强, 梁多伟, 王腾飞*, 等. 铁路路基火山渣填料工程特性试验研究. 浙江大学学报(工学版), 2020, 54(12): 2395-2404.

[68]   罗强, 马宏飞, 王腾飞*, 等. 路堤下混凝土桩复合地基抗桩体弯折破坏地梁效应. 中南大学学报(自然科学版), 2022, 53(8): 3144−3155.

[69]   陈伟航, 罗强, 王腾飞*, 等. 基于Bi-LSTM的非等时距路基工后沉降滚动预测. 浙江大学学报(工学版), 2022, 56(4): 1-9.

[70]   陈伟航, 罗强, 王腾飞*, 等. DMC复合地基工后沉降可靠性分析及设计优化. 浙江大学学报(工学版), 2022, 56(10): 1-10.

[71]   王腾飞, 刘建坤*,刘晓强, 等. 季节冻土区光伏支架螺旋桩基的冻胀数值分析研究. 冰川冻土, 2016, 38(4): 1167-1174.

[72]   Wang, T; Luo, Q*; Zhang, L; Yao, J. Dynamic response of subgrade in a bridge transition along the Qinshen high-speed rail. In: Tutumluer, E., Nazarian, S., Al-Qadi, I., Qamhia, I.I. (eds) Advances in Transportation Geotechnics IV. Lecture Notes in Civil Engineering, 2022, vol 165: 87-98.

[73]   Ye, Q; Feng, G; Luo, Q; Wang, T*. Shakedown Limit Analysis of Asphaltic Support Layers for Railway Slab Tracks. In: Rujikiatkamjorn, C., Xue, J., Indraratna, B. (eds) Proceedings of the 5th International Conference on Transportation Geotechnics, 2024, 7: 219–228.

[74]   Lyu, P; Luo, Q; Wang, T*; Liu, K. The Role of Retaining Walls in Trackbed Deflection—A Numerical Analysis of Railway Slab Tracks. In: Rujikiatkamjorn, C., Xue, J., Indraratna, B. (eds) Proceedings of the 5th International Conference on Transportation Geotechnics, 2024, vol 8: 343-353.

                                                                                   更新日期：2025.06.06