以下为第一或通讯作者论文：（* 通讯作者）

[1]      Zhao, M; Gu, J; El Naggar, MH; Liu, H; Liu, G; Wang, T*. Intrinsic Compressibility of Laterites and Lateritic Soils. Canadian Geotechnical Journal, 2024, 10.1139/cgj-2023-0610

[2]   Lyu, P; Luo, Q; Wang, T*; Connolly, D; Qingzhi Ye. Serviceability of railway slab track foundations with retaining walls under train loading. International Journal of Rail Transportation, 2024, 10.1080/23248378.2024.2326514

[3]      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.

[4]     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, 10.1139/cgj-2023-0124

[5]   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.

[6]      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.

[7]   Liu, H; Luo, Q; El Naggar, M; Liu, K; Wang, T*. Evaluating stability of rigid column-supported and geosynthetic-reinforced embankments. Geosynthetics International, 2024, 10.1680/jgein.23.00070

[8]    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.

[9]      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.

[10]   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.

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

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

[13]   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.

[14]   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.

[15]   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.

[16]   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.

[17]   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.

[18]   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.

[19]   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.

[20]   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.

[21]   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.

[22]   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.

[23]   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.

[24]   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.

[25]   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.

[26]   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.

[27]   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.

[28]   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.

[29]   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.

[30]   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.

[31]   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.

[32]   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.

[33]   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.

[34]   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.

[35]   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.

[36]   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.

[37]   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.

[38]   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.

[39]   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.

[40]   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.

[41]   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.

[42]   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.

[43]   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.

[44]   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.

[45]   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.

[46]   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.

[47]   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.

[48]   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.

[49]   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.

[50]   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.

[51]   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.

[52]   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.

[53]   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.

[54]   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.

[55]   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.

[56]   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.

[57]   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.

[58]   Wang, T; Luo, Q*; Zhang, L; Yao, J. Dynamic response of subgrade in a bridge transition along the Qinshen high-speed rail. Advances in Transportation Geotechnics IV, Lecture Notes in Civil Engineering, 2022, vol 165: 87-98.

[59]   Wang, T; Liu, J*; Tai, B; Yu, Q; Wang, L. Modeling frost jacking behaviors of screw piles subjected to one-dimensional freezing condition. 长安大学学报(自然科学版), 2017, 37(4): 25-33.

[60]   Liu, J*; Wang, T; Wen, Z. Research on Pile Performance and State-of-the-art Practice in Cold Regions. Sci. Cold Arid Reg., 2018, 10(1): 1-11.

[61]   Yao, J; Wang, T; Likos, W*. Measuring Thermal Conductivity of Unsaturated Sand under Different Temperatures and Stress Levels Using a Suction-Controlled Thermo-Mechanical Method. Geo-congress 2019, GSP 310, 784-793.

                                                                                   更新日期：2024.03.04

1. 多年冻土与季节性冻土地区工程问题

2. 高速铁路路基工程（模型试验+数值方法）

3. 机器学习在岩土工程中的应用