籍贯：福建龙岩

学位：工学博士

研究领域：土-结构相互作用、软土原位测试、城市地下近接工程

学术主页：https://www.researchgate.net/profile/Fengwen-Lai

电子邮箱：laifengwen@fzu.edu.cn

联系方式：lfw_fzu（微信）

赖丰文，男，1992年生，工学博士、校聘副研究员、硕士生导师。入选福建省高层次人才（C类）、福州大学“旗山学者”奖励支持计划。主要研究方向为土-结构相互作用、软土原位测试、城市地下近接工程。主持国家自然科学基金、福建省中青年教师教育科研项目、福州大学科研启动基金各1项，参与国家杰出青年基金、国家重点研发计划、国家自然科学基金重点项目、欧盟Horizon 2020科技项目等多项国内外重大科研项目。获江苏省岩土力学与工程学会科学技术特等奖（2/20）、江苏省建设科技创新成果三等奖（2/7）、福建省优秀学术硕士论文奖、东南大学优秀博士学位论文奖、IJGGE–Editor’s Choice等多项奖励。以第一/通讯作者在《Géotechnique》、《Can. Geotech. J.》、《岩土工程学报》等期刊发表SCI/EI论文30余篇，累计被引次数逾500次。授权/公开国家发明专利9项。担任《Front. Built Environ.》评审编辑，《J. Geotech. Geoenviron. Eng.》、《Rock Mech. Rock Eng.》、《中国公路学报》等20余本国内外权威期刊特邀审稿人。

2023/09 – 至今，福州大学土木工程学院，校聘副研究员

2024/05 – 至今，北京工业大学土木工程博士后流动站，在站博士后

2018/09 – 2023/07，东南大学，岩土工程，博士

2021/11 – 2023/01，代尔夫特理工大学，岩土工程，国家公派联合培养博士

2022/03 – 2022/05，格拉茨技术大学，岩土工程，短期访问

[1] 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.

[2] Lai F, Tschuchnigg F, Schweiger F H, 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, 2024.

[3] 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.

[4] Lai F, Liu S, Yang D, 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.

[5] 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.

[6] 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.

[7] 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.

[8] 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.

[9] 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.

[10] 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.

[11] 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.

[12] 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.

[13] Liu M, Zhang N, Lai F*, Fuentes R. A new CPT virtual calibration chamber in sand based on machine learning algorithms [J]. Journal of Rock Mechanics and Geotechnical Engineering, 2024.

[14] 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.

[15] 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.

[16] 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.

[17] 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.

[18] 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(8), 1563-1572.

[19] 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.

[20] 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.

学术型硕士：岩土工程

专业型硕士：土木工程

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