已发表学术论文50余篇，其中SCI论文39篇（一作/通讯24篇），EI论文12篇（一作/通讯8篇），累计被引次数逾700篇次（Google Scholar），H指数=16，i10指数=20。主要论文列举如下：
英文期刊
[1] Zhen J, Lai F, Huang M, et al. Towards intelligent shield position control: A novel offline reinforcement learning framework with SCA-MOPCEO integration[J]. Tunnelling and Underground Space Technology, 2026, 171: 107468.
[2] Liu M, Lu D, Shiau J, Lai F*, et al. A Multi-Fidelity Neural Network Model for Predicting Deformation in Deep excavations and Nearby Existing Tunnels[J]. International Journal of Geomechanics, 2026.
[3] Liu M, Lu D, Tschuchnigg F, Lai F, et al. Intelligent prediction and control of deformation induced by a servo-strutted deep excavation adjacent to existing tunnels[J]. Automation in Construction, 2026, 182: 106735.
[4] Lu Y, Huang M, Shiau J, Lai F, et al. Vacuum dewatering behavior of foam-conditioned clay soil: Implications for foam optimization in earth pressure balance shield tunneling[J]. Journal of Rock Mechanics and Geotechnical Engineering, 2026. doi.org/10.1016/j.jrmge.2025.05.035
[5] Lai F, Lu D, Shiau J, et al. Role of relieving shelves on active earth pressures for retaining walls: Integratingphysics-based and data-driven modelling[J]. Transportation Geotechnics, 2026, 57(Feb): 101834.
[6] Zhen J, Lai F, Huang M, et al. An Explainable Deep Learning Approach to Enhance Prediction of Shield Tunnel Deviation[J]. Journal of Rock Mechanics and Geotechnical Engineering, 2026. doi.org/10.1016/j.jrmge.2025.11.002
[7] Zhen J, Lai F, and Shiau J, et al. An unsupervised incremental learning model to predict geological conditions for earth pressure balance shield tunneling, Journal of Rock Mechanics and Geotechnical Engineering, 2025, 17(11): 6993-7006.
[8] Lai F, Lu D, Tschuchnigg F, et al. Effectiveness of Protective Strategies for Mitigating Deep Excavation Effects on Nearby Existing Tunnels[J]. International Journal of Geomechanics, 2026, 26(1): 04025316.
[9] Lai F, Duffy K, Gavin K, et al. Integration of field monitoring and numerical modelling to evaluate the construction performance of a deep-sea quay wall[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2025, 151(12): 04025156.
[10] Lai F, Liu S, Shiau J, et al. Data-driven Modeling for Evaluating Deformation Responses of a Deep Excavation near Existing Tunnels[J]. Underground Space, 2025, 24(10), 162-179.
[11] Lu Y, Ming Huang, Lai F, et al. Effects of Flocculants on In-Situ Recycling Potential of Waste EPB Shield Muck with Residual Foams [J]. Soils and Foundations, 2025, 65(3): 101625.
[12] Lai F, Nguyen T, Shiau J, et al. Probabilistic Stability Analyses of Active Shallow Trapdoor in Spatially Random Sand[J]. Probabilistic Engineering Mechanics, 2025, 80: 103770.
[13] Lai F, Tschuchnigg F, Schweiger H F, et al. A numerical study of deep excavations adjacent to existing tunnels: Integrating CPTU and SDMT to calibrate soil constitutive model[J]. Canadian Geotechnical Journal, 2025, 62: 1-23. (ESI高被引论文)
[14] Jin G, Lu Y, Shiau J S, Huang M, Lai F, et al. Consequence and interaction of foaming agent components on soil conditioning of gravel-clay strata for EPB shield tunnelling[J]. Tunnelling and Underground Space Technology, 2025, 157: 106364.
[15] Zhen J, Lai F, Shiau J S, et al. An unsupervised incremental learning model to predict geological conditions for earth pressure balance shield tunneling[J]. Journal of Rock Mechanics and Geotechnical Engineering, 2025, 17(11): 3996-7006.
[16] Liu S, Lu T, Cai G, Wu K, Lai F, Xia W. Use of Cut-and-Cover method to Construct a 10-km Long Large-Span Underwater Tunnel: Case Study, Canadian Geotechnical Journal, 2025, 62: 1-16.
[17] Lai F, Zhang N, Liu S, et al. A generalised analytical framework for active earth pressure on retaining walls with narrow soil[J]. Géotechnique, 2024, 74(11): 1127-1142.
[18] Liu M, Sun E, Zhang N, Lai F*, Fuentes R. A virtual calibration chamber for new cone penetration test based on deep-learning approaches[J]. Journal of Rock Mechanics and Geotechnical Engineering, 2024, 16(12): 5179-5192.
[19] Liu M, Zhuang P, Lai F*. A Bayesian optimization-genetic algorithm-based approach for automatic parameter calibration of soil models: Application to clay and sand model[J]. Computers and Geotechnics, 2024, 176: 106717.
[20] Wang H, Chen F, Shiau J, Dias D, Lai F*, et al. Progressive failure mechanisms of geosynthetic-reinforced column-supported embankments over soft soil: Numerical analyses considering the cracks-induced softening[J]. Engineering Structures, 2024, 302: 117425.
[21] Lu Y, Huang M, Lai F, et al. Quantitative interrelations of conditioning and recycling indices of high-saturation clay soils for EPB shield tunnelling[J]. Tunnelling and Underground Space Technology, 2024, 154: 106083.
[22] Zhang B, Chen Q, Lai F, et al. Responses of Buried Pipelines to Tunnelling Underneath Considering Effect of Gap Formation: An Analytical Approach[J]. KSCE Journal of Civil Engineering, 2024, 28(1): 386-395.
[23] Lai F, Shiau J, Keawsawasvong S, et al. Physics-based and Data-driven Modeling for Stability Evaluation of Buried Structures in Natural Clays[J]. Journal of Rock Mechanics and Geotechnical Engineering, 2023, 15(5): 1248-1262.
[24] Zheng X, Yang F, Shiau J, Lai F*, Dias Daniel. Unlined Length Effect on the Tunnel Face Stability and Collapse Mechanisms in c-ϕ Soils: A Numerical Study with Advanced Mesh Adaptive Strategies [J]. Computers and Geotechnics, 2023, 161: 105576.
[25] Li C, Lai F*, Shiau J, et al. Passive Earth Pressure in Narrow Cohesive-Frictional Backfills[J]. International Journal of Geomechanics, 2023, 23(1): 04022262.
[26] Chen F, Li Y, Lai F*, et al. Numerical analyses of energy balance and installation mechanisms of large-diameter tapered monopiles by impact driving[J]. Ocean Engineering, 2022, 266: 113017.
[27] Yang D, Lai F*, Liu, S. Earth pressure in narrow cohesive-fictional soils behind retaining walls rotated about the top: An analytical approach[J]. Computers and Geotechnics, 2022, 149: 104849.
[28] Chen F, Luo S, Lai F*. New analytical solutions for cohesive-frictional soils above deep active trapdoor[J]. International Journal of Geomechanics, 2022, 21(12): 04022235.
[29] Lai F, Liu S, Li Y, et al. A new installation technology of large diameter deeply-buried caissons: Practical application and observed performance[J]. Tunnelling and Underground Space Technology, 2022, 125: 104507.
[30] Lai F, Yang D, Liu S, et al. Towards an improved analytical framework to estimate active earth pressure in narrow c – ϕ soils behind rotating walls about the base[J]. Computers and Geotechnics, 2022, 141: 104544.
[31] Li C, Lai F*, Huang H. Numerical Investigation of Ground Settlements Induced by Installation of Large Diameter Deeply-Buried Caissons in Undrained Clays[J]. Soil Mechanics and Foundation Engineering, 2022, 58(6): 511-517.
[32] Zhang C, Liu S, Zhang D, Lai F, et al. A modified equal-strain solution for consolidation behavior of composite foundation reinforced by precast concrete piles improved with cement-treated soil. Computers and Geotechnics, 2022, 150: 104905.
[33] Lai F, Chen F, Liu S, et al. Undrained stability of pit-in-pit braced excavations under hydraulic uplift[J]. Underground Space, 2022, 7(6): 1139-1155.
[34] Lai, V. Q., Lai, F., Yang, D., et al. Determining Seismic Bearing Capacity of Footings Embedded in Cohesive Soil Slopes Using Multivariate Adaptive Regression Splines. International Journal of Geosynthetics and Ground Engineering, 2022, 8(46), 1-18.
[35] Lai F, Zhang N, Liu S, et al. Ground movements induced by installation of twin large diameter deeply-buried caissons: 3D numerical modelling[J]. Acta Geotechnica, 2021, 16: 2933-2961.
[36] Chen F, Miao G, Lai, F*. Base instability triggered by hydraulic uplift of pit-in-pit braced excavations in soft clay overlying a confined aquifer. KSCE Journal of Civil Engineering, 2020, 25: 100411.
[37] Lai F, Liu S, Deng Y, et al. Numerical investigations of the installation process of giant deep-buried circular open caissons in undrained clay[J]. Computers and Geotechnics, 2020, 118: 103322.
[38] Lai F, Chen S, Xue J, et al. New analytical solutions for shallow cohesive soils overlying trench voids under various slip surfaces[J]. Transportation Geotechnics, 2020, 25: 100411.
[39] Lai, F, Chen F, & Li, D. Bearing capacity characteristics and failure modes of low geosynthetic-reinforced embankments overlying voids[J]. International Journal of Geomechanics, 2018, 18(8): 04018085.
中文期刊
[1] 邢雪辉, 赖丰文*, 林金华, 等. T形地铁车站基坑侧接既有群桩位移响应分析, 地下空间与工程学报, 2026, 1-11. (网络首发)
[2] 黄明, 张成昭, 赖丰文*, 等. 考虑在役桩牵制效应和土体刚度硬化的隧道开挖位移响应计算, 交通运输工程学报, 2026, 26(2): 1-12.
[3] 真嘉捷, 赖丰文*, 黄明, 等. 基于时序聚类和在线学习的盾构掘进地层智能识别方法, 岩土力学, 2025, 46(11), 3615-3625.
[4] 赖丰文, 刘松玉, 蔡国军, 等. 基于孔压静力触探原位测试的基坑围护结构变形计算方法, 岩土力学, 2025, 46(08), 2650-2660.
[5] 真嘉捷, 赖丰文, 黄明, 等. 基于LightGBM-Informer的盾构隧道管片上浮长时间序列预测模型[J]. 岩土力学, 2024, 45(12): 3791-3801.
[6] 刘松玉，赖丰文*，蔡国军，等. 复杂环境下基于 CPTU 的深基坑土压力模型与工程应用[J]. 岩土工程学报, 2024, 46(08), 1564-1572.
[7] 赖丰文, 刘松玉, 杨大禹, 等. 有限宽度填土挡墙主动土压力的普适解法[J]. 岩土工程学报, 2022, 44(3): 483-491.
[8] 赖丰文, 刘松玉, 杨大禹, 等. 有限填土挡墙主动土压力的修正解[J]. 东南大学学报（自然科学报）, 2022, 52(03): 557-563.
[9] 赖丰文, 刘松玉, 邓永锋, 孙彦晓. 巨型深埋式沉井施工过程力学特性及环境效应研究进展[J]. 应用基础与工程科学学报, 2022, 30(3): 657-672.
[10] 赖丰文, 陈福全, 万梁龙. 考虑不完全土拱效应的浅层地基竖向应力计算[J]. 岩土力学, 2018, 39(7)：2546-2554.
[11] 赖丰文, 李丽萍, 陈福全. 土工格栅筋土拉拔界面的弹性－指数软化模型与性状[J]. 工程地质学报， 2018, 26(4): 852-860.
[12] 陈福全, 赖丰文, 李大勇. 受空洞坍塌影响的加筋路基研究综述[J]. 岩土力学, 2018, 39(9): 3362-3372.
[13] 陈福全, 赖丰文. 抗土洞塌陷的低填方加筋路基荷载传递机制及设计方法[J]. 岩土工程学报, 2018, 40(7): 1180-1189.
会议论文
[1] Lai, F., Chen F., Lu D., Tschuchnigg, F., Schweiger F. H. On the influence of the flow rule on earth pressures in confined excavations[C]. 21st International Conference on Soil Mechanics and Geotechnical Engineering, Vienna, Austria, 2026, 1-6.
[2] Duffy, K., Gavin, K., Lai, F. Maximising a foundation’s lifetime through monitoring: A case study from the Port of Rotterdam[C]. 2nd Annual Conference on Foundation Decarbonization and Re-use, Amsterdam, The Netherlands, 2024, 1-9.
