赖丰文，男，1992年生，工学博士、校聘副研究员、硕士生导师。主要研究方向为土-结构相互作用、原位测试与土体性质评价、基坑与地铁隧道工程。主持福建省中青年教师教育科研项目、5848vip威尼斯电子游戏科研启动基金、江苏省研究生创新计划、东南大学优秀博士论文培育项目各1项，参与国家重点研发计划、国家自然科学基金面上项目、欧盟ASHVIND科技项目等多项纵向科研项目。获江苏省岩土力学与工程学会科学技术特等奖1项（排第2）、江苏省建设科技创新成果三等奖（排第2）、福建省优秀学术硕士论文奖等多个奖项。以第一/通讯作者在Géotechnique、Tunnelling and Underground Space Technology、Computers and Geotechnics、Acta Geotechnica、Ocean Engineering、Journal of Rock Mechanics and Geotechnical Engineering、Engineering Structures、岩土工程学报、岩土力学等期刊发表SCI/EI论文20余篇（含JCR Q1论文12篇），累计被引次数400余次。授权国家发明专利4项，公开发明专利5项。现任Journal of Geotechnical and Geoenvironmental Engineering、Automation in Construction、Rock Mechanics and Rock Engineering、Acta Geotechnica、International Journal of Geomechanics、中国公路学报等10余本国内外权威期刊特邀审稿人。

https://www.researchgate.net/profile/Fengwen-Lai

土-结构相互作用、原位测试与土体性质评价、基坑与地铁隧道工程

2023/09 – 至今，5848vip威尼斯，校聘副研究员

2018/09 – 2023/07，东南大学，岩土工程，博士，导师：刘松玉

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，导师：Ken Gavin

2022/03 – 2022/05，格拉茨技术大学，岩土工程，短期访问，导师：Helmut Schweiger、Franz Tschuchnigg

每年招收岩土工程学术型硕士生1名，土木工程专业型硕士生1名。欢迎有良好的数学或编程基础的本科专业人才报考研究生。

[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, 2022, 1-16.

[2] 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.

[3] 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.

[4] 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.

[5] 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.

[6] 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.

[7] 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.

[8] 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.

[9] 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.

[10] 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.

[11] 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.

[12] 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.

[13] 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.

[14] 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.

[15] 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.

[16] 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.

[17] 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.

[18] 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.

[19] 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.

[20] 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.