(1) 国际海洋与极地工程学会ISOPE:技术理事会成员
(2) 中国科学院“青年创新促进会”会员
(3) 中国海洋工程学会理事
(4) 《力学与实践》青年编委
(5) 《China Ocean Engineering》青年编委
(6) 中国土木工程学会土力学及岩土工程分会青年工作委员会委员
(7) 国际海洋与极地工程大会Session Organizer
欢迎有水利/港航/船舶/土木/力学等相关背景的硕士生、博士生加入团队!有意请邮件或电话联系。
1. Yang, L. J., Qi, W.G.*, Li, Y., Gao, F. P. (2023). Wave-current coupling effects on the variation modes of pore pressure response in a sandy seabed: Physical modeling and explicit approximations. Journal of Geophysical Research: Oceans, e2022JC019158.
2. Qi, W.G., Liu, J., Gao F.P.*, Li, B., Chen, Q.G. (2022). Quantifying the spatio-temporal evolution of the turbulent horseshoe vortex in front of a vertical cylinder. Physics of Fluids, 34: 015110
3. Wang, N., Qi, W.G.*, Gao F.P.* (2022). Predicting the instability trajectory of an obliquely loaded pipeline on a clayey seabed. Journal of Marine Science and Engineering. 10, 299.
4. Li, B., Wang, Y.F., Qi, W.G.*, Wang, S.Y., Gao, F.P. (2022): Lateral bearing capacity of a hybrid monopile: Combined effects of wing configuration and local scour. Journal of Marine Science and Engineering, 10: 1799. https://doi.org/10.3390/jmse10121799
5. Zhou, M.Z., Liu, H., Jeng, D.S., Qi, W.G.*, Fang, Q. (2021). Modelling the wave-induced instantaneous liquefaction in a non-cohesive seabed as a nonlinear complementarity problem. Computers and Geotechnics, 137: 104275.
6. Zhou, M.Z., Qi, W.G.*, Jeng, D.S., Gao F.P. (2021). A non-Darcy flow model for a non-cohesive seabed involving wave-induced instantaneous liquefaction. Ocean Engineering, 239: 109807.
7. Zhou, M.Z., Jeng, D.S., Qi, W.G.* (2020). A new model for wave-induced instantaneous liquefaction in a non-cohesive seabed with dynamic permeability. Ocean Engineering, 213: 107597.
8. Qi, W.G., Shi. Y.M., Gao, F.P. (2020). Uplift soil resistance to a shallowly-buried pipeline in the sandy seabed under waves. Applied Ocean Research. 102024.
9. Qi, W.G., Li, C.F., Jeng, D.S., Gao, F.P., Liang, Z.D. (2019). Combined wave-current induced excess pore-pressure in a sandy seabed. Coastal Engineering. 147: 89-98.
10. Qi, W.G., Li, Y.X., Xu, K., Gao, F.P. (2019). Physical modelling of local scour at twin piles under combined waves and current. Coastal Engineering. 143: 63-75.
11. Qi, W.G., Gao, F.P. (2019). Local Scour around a Monopile Foundation for Offshore Wind Turbines and Scour Effects on Structural Responses. Geotechnical Engineering-Advances in Soil Mechanics and Foundation Engineering. IntechOpen. DOI: http://dx.doi.org/10.5772/intechopen.88591.
12. Qi, W.G., Gao, F.P. (2018). Wave induced instantaneously-liquefied soil depth in a non-cohesive seabed. Ocean Engineering, 153: 412-423.
13. Qi, W.G., Gao, F.P., Randolph, M.F., Lehane, B.M. (2016). Scour effects on p-y curves for shallowly embedded piles in sand. Géotechnique. 8: 648-660.
14. 漆文刚,高福平. (2016). 冲刷对单桩基础水平承载特性的影响.中国科学: 物理学、力学、天文学. 46(12): 124710.
15. Qi, W.G., Gao, F.P. (2015). A modified criterion for wave-induced momentary liquefaction. Theoretical & Applied Mechanics Letters, 2015, 5: 20-23.
16. Qi, W.G.& Gao, F.P. (2014). Physical modeling of local scour development around a large-diameter monopile in combined waves and current. Coastal Engineering, 83: 72-81.
17. Qi, W.G.& Gao, F.P. (2014). Equilibrium scour depth at offshore monopile foundation in combined waves and current. Science China-Technological Sciences, 57(5): 1030-1039.
. 国家自然科学基金面上项目,波流作用下复合单桩基础局部冲刷及水平承载特性研究,2020-2023,主持
. 国家自然科学基金青年科学基金项目,考虑海床液化与冲刷耦合效应的桩基循环承载特性研究,2017-2019,主持
. 中国科学院流固耦合系统力学重点实验室 (LMFS) 青年基金, 2017-2018,主持
. 中海油研究总院、中国石油天然气管道工程有限公司、中海油田服务股份有限公司等工程单位的多项外委课题,项目副组长
. 国家自然科学基金—香港合作基金项目,考虑时间及温度效应的深海管道与海洋有机质软土多场耦合作用机理研究,2021-2023,参加
. 中国科学院战略性先导科技专项子课题,深海长输管线的安全性与高效输运技术研究,2016-2020,参加
. 国家重点基础研究发展计划(973项目),大型风力机的关键力学问题研究及设计实现,2014-2018,参加
. 国家自然科学基金重点项目,极端海洋环境下风机支撑结构耦合载荷与动力响应机理研究,2013-2017,参加