现任国际期刊“Ocean Engineering”副主编（Deputy Editor），《力学与实践》副主编，“Journal of Hydrodynamics”、

“Journal of Marine Science and Application”、《应用数学和力学》、《水动力学研究与进展》、《海洋工程》等期刊编委；曾任《岩土工程学报》、“Theoretical & Applied Mechanics Letters”编委。

 

担任“国际海洋与极地工程学会（ISOPE）”技术理事会成员（TPC Member）；“国际土力学与岩土工程学会（ISSMGE）”第四届冲刷技术委员会副主任、海洋土工技术委员会委员；“国际工程地质学会（IAEG）”海洋工程地质委员会执行委员。“中国力学学会”第十届理事，岩土力学专业委员会委员；“中国土木工程学会”土力学及岩土工程分会第十届理事；“中国造船工程学会”近海工程学术委员会委员；“中国岩石力学与工程学会”海洋工程与地质灾害防控分会常务理事。中科院力学研究所学术委员会委员。

2019年入选“国家百千万人才工程”，被授予“有突出贡献中青年专家”荣誉称号

2018年度“国家杰出青年科学基金”获得者

2016年入选“中科院青年创新促进会优秀会员”

2014年至今连续入选“中国高被引学者”（Elsevier）

2011年获中国力学学会“青年科技奖”

2009年获中科院“卢嘉锡青年人才奖”

2007年入选北京市“科技新星计划”

Selected Publications:

1.  Qi, W.G., Shi, Y.M., *Gao, F.P. (2020): Uplift soil resistance to a shallowly-buried pipeline in the sandy seabed under waves:

Poro-elastoplastic modeling. Applied Ocean Research, 2020, 95: 102024. (SCI/EI)

2.  Zhang, P., Yin, Z.Y., Zheng, Y.Y., Gao, F.P. (2020): A LSTM surrogate modelling approach for caisson foundations. Ocean Engineering,

2020, 204: 107263. (SCI/EI)

3.  Shi, Y.M., Wang, N., *Gao, F.P., Qi, W.G., Wang, J.Q. (2019): Physical modelling of the axial pipe-soil interaction for pipeline walking on a

sloping sandy seabed. Ocean Engineering, 2019, 178: 20-30. (SCI/EI)

4.  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: Flume observations and comparisons with theoretical models. Coastal Engineering, 2019, 147: 89-98. (SCI/EI)

5.  Qi, W.G., Li, Y.X., Xu, K. and *Gao, F.P. (2019): Physical modelling of local scour at twin piles under combined waves and current. Coastal Engineering, 2019, 143: 63-75. (SCI/EI)

6.  Qi, W.G., *Gao, F.P. (2018): Wave induced instantaneously-liquefied soil depth in a non-cohesive seabed. Ocean Engineering, 2018, 153:

412-423. (SCI/EI)

7.  Yang, B., Gao, F.P, Jeng，D.S. (2018): Failure mode and dynamic response of a double-sided slope with high water content of soil. Journal

of Mountain Science, 15(4): 859-870. (SCI/EI)

8.  Shi, Y.M., *Gao, F.P. (2018): Lateral instability and tunnel erosion of a submarine pipeline: Competition mechanism. Bulletin of Engineering Geology and the Environment, 2018, 77: 1069-1080. (SCI/EI)

9.  *Gao, F.P. (2017): Flow-pipe-soil coupling mechanisms and predictions for submarine pipeline instability. Journal of Hydrodynamics,

29 (5): 763-773. (SCI/EI)

10.  Li, L., Li, J., Huang, J., Gao, F.P. (2017): Bearing capacity of spudcan foundations in a spatially varying clayey seabed. Ocean

Engineering, 143: 97-105. (SCI/EI)

11.  *Gao, F.P., Wang, N., Li, J. H., Han, X.T. (2016): Pipe-soil interaction model for current-induced pipeline instability on a sloping sandy

seabed. Canadian Geotechnical Journal, 53(11): 1822-1830. (SCI/EI)

12.  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, 66(8): 648-660. (SCI/EI)

13.  Li, Y.X., Qi, W.G., *Gao, F.P. (2016): Physical modelling of pile-group effect on the local scour in submarine environments. Procedia

Engineering, 166: 212-220. (EI)

14.  *Gao, F.P.，Li, J.H., Qi, W.G., Hu, C. (2015): On the instability of offshore foundations: theory and mechanism. Science China-Physics,

Mechanics & Astronomy, 58 (12): 124701. (SCI/EI)

15.  *Gao, F.P., Wang, N., Zhao, B. (2015): A general slip-line field solution for the ultimate bearing capacity of a pipeline on drained soils.

Ocean Engineering, 104: 405-413. (SCI/EI)

16.  *Gao, F.P., Cassidy, M. (2015): Editorial: Special issue on offshore structure-soil interaction. Theoretical and Applied Mechanics Letters, 5: 63.

17.  Hu, C., Gao, F.P. (2015). Elasto-plasticity and pore-pressure coupled analysis on the pullout behaviors of a plate anchor. Theoretical and

Applied Mechanics Letters, 5: 89-92.

18.  Qi, W G, *Gao, F.P. (2015): A modified criterion for wave-induced momentary liquefaction of sandy seabed. Theoretical and Applied

Mechanics Letters, 5: 20-23.

19.  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. (SCI/EI)

20.  Qi, W.G. and *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. (SCI/EI)

21.  Zang, Z.P., *Gao, F.P. (2014): Steady current induced vibration of near-bed piggyback pipelines: Configuration effects on VIV suppression. Applied Ocean Research, 46: 62-69. (SCI/EI)

22.  Wang, Y.F., *Gao, F.P., Qi, W.G. (2014): Cyclic pore pressure generation in silty soils under the action of combined waves and current.

Geotechnical Engineering Journal, 45(4): 40-45. (EI)

23.  *Gao, F.P.，Wang, N., Zhao, B. (2013): Ultimate bearing capacity of a pipeline on clayey soils: Slip-line field solution and FEM simulation. Ocean Engineering, 73: 159-167. (SCI/EI)

24.  Zang, Z.P., *Gao, F.P., Cui, J.S. (2013): Physical modeling and swirling strength analysis of vortex shedding from near-bed piggyback

pipelines. Applied Ocean Research, 40: 50-59. (SCI/EI)

25.  Zhang, Y., Jeng, D.-S., Gao, F.P., Zhang, J.-S. (2013): An analytical solution for response of a porous seabed to combined wave and current

loading. Ocean Engineering, 57: 240-247. (SCI/EI)

26.  *Gao, F.P. & Zhao, B. (2012): Slip-line field solution for ultimate bearing capacity of a pipeline on clayey soils. Theoretical & Applied

Mechanics Letters, 2: 051004.

27.  *Gao, F.P., Han, X.T., Cao, J., Sha, Y., Cui, J.S. (2012): Submarine pipeline lateral instability on a sloping sandy seabed. Ocean

Engineering, 50: 44-52. (SCI/EI)

28.  *Gao, F.P., Han, X.T., Yan, S.M. (2012): A numerical model for ultimate soil resistance to an untrenched pipeline under ocean currents.

China Ocean Engineering, 26(2): 185-194. (SCI/EI)

29.  *Gao, F.P., Yan, S.M., Yang, B., Luo, C.C. (2011): Steady flow-induced instability of a partially embedded pipeline: Pipe–soil interaction

mechanism. Ocean Engineering, 38: 934-942. (SCI/EI)

30.  Li, X.J., *Gao, F.P., Yang, B., Zang, J. (2011): Wave-induced pore pressure responses and soil liquefaction around pile foundation.

International Journal of Offshore and Polar Engineering, 21(3): 233-239. (SCI/EI)

31.  Yan, W.J. & *Gao, F.P. (2010): Numerical analysis of interfacial shear degradation effects on axial uplift bearing capacity of a tension pile.

Procedia Engineering, 4: 273-281. (EI)

32.  *Gao, F.P. & Luo, C.C. (2010): Flow-pipe-seepage coupling analysis on spanning initiation of a partially-embedded pipeline. Journal of

Hydrodynamics, 22(4): 478-487. (SCI)

33.  Zhao, C.G., Liu, Y., Gao F.P. (2010): Work and energy equations and the principle of generalized effective stress for unsaturated soils.

International Journal for Numerical and Analytical Method in Geomechanics, 34: 920-936. (SCI, EI)

34.  Jeng, D.S., Zhou, X.L., Luo, X.D., Wang, J.H., Zhang, J. and Gao, F. P. (2010): Response of porous seabed to dynamic loadings.

Geotechnical Engineering Journal, 41(4): 1-10.（EI）

35.  Yang, B., *Gao, F. P., Li, D.H., Wu, Y. X. (2009): Physical modelling and parametric study on two-degree-of-freedom VIV of a cylinder near rigid wall. China Ocean Engineering, 23(1): 119–132. (SCI, EI)

36.  Yang, B., Gao, F. P., Jeng, D.S., Wu, Y. X. (2009): Experimental study of vortex-induced vibrations of a cylinder near a rigid plane boundary in steady flow. Acta Mechanica Sinica, 25: 51-63. (SCI, EI)

37.  Yang, B., *Gao, F. P., Wu, Y. X. (2008): Flow-induced vibrations of a cylinder with two degrees of freedom near rigid plane boundary.

International Journal of Offshore and Polar Engineering, 18 (4): 302-307. (SCI, EI)

38.  Yang, B., *Gao, F. P., Jeng, D.S., Wu, Y. X. (2008): Experimental study of vortex-induced vibrations of a pipeline near an erodible sandy

seabed. Ocean Engineering, 35(3-4): 301-309. (SCI, EI)

39.  *Gao, F. P., Yan, S.M., Yang, B., Wu, Y. X. (2007): Ocean currents-induced pipeline lateral stability. Journal of Engineering Mechanics,

ASCE, 133(10): 1086-1092. (SCI, EI)

40.  Jeng, D.S., Seymour, B., *Gao, F.P., Wu, Y.X. (2007): Ocean waves propagating over a porous seabed: residual and oscillatory mechanisms. Science in China, Series E Technological Sciences, 50(1): 81-89. (SCI, EI)

41.  *Gao, F. P., Yang, B., Wu, Y. X., Yan, S.M. (2006): Steady currents induced seabed scour around a vibrating pipeline. Applied Ocean

Research, 28(5): 291-298. (SCI, EI)

42.  *Gao, F. P., Jeng, D. S., Wu, Y. X (2006): An improved analysis method for wave-induced pipeline stability on sandy seabed. Journal of

Transportation Engineering, ASCE, 132(7): 590-596 (SCI, EI)

43.  Yang, B., Gao, F.P., Wu, Y.X. (2006): Dimensional analysis and experimental apparatus on interaction between ocean current-pipeline and

seabed. Journal of Ship Mechanics, 10(3): 130-141 (EI)

44.  Zhao, C.G., Dong, J., *Gao, F.P. (2006). An analytical solution for three-dimensional diffraction of plane p-waves by a hemispherical

alluvial valley with saturated soil deposits. Acta Mechanica Solida Sinica, 19(2):141-151 (SCI, EI)

45.  Yang, B., *Gao, F. P., Wu, Y.X., Li, D.H. (2006): Experimental study on vortex-induced vibrations of submarine pipeline near seabed

boundary in ocean currents. China Ocean Engineering, 20(1):113-121 (SCI, EI)

46.  Zhao, C.G., Dong, J., *Gao, F.P., Jeng, D.S. (2006): Seismic responses of a hemispherical alluvial valley subjected to SV waves: A

three-dimensional analytical approximation. Acta Mechanica Sinica, 22(6): 547-557. (SCI, EI)

47.  *Gao, F. P., Wu, Y. X. (2006): Non-linear wave induced transient response of soil around a trenched pipeline. Ocean Engineering, 33:

311-330 (SCI, EI)

48.  Zhao C.G., Yang Z.M., Gao F.P. and Zhang Y.N. (2005). Influential factors of loess liquefaction and pore pressure development. Acta

Mechanica Sinica, 21(2): 129-132. (SCI, EI)

49.  Gao, F. P., Jeng, D. S. and Sekiguchi, H. (2003): Numerical study on the interaction between non-linear wave, buried pipeline and

non-homogenous porous seabed. Computers and Geotechnics, 30 (6): 535-547. (SCI, EI)

50.  Gao, F. P., Gu, X. Y. and Jeng, D.S. （2003）: Physical modeling of untrenched submarine pipeline instability. Ocean Engineering,

30 (10): 1283-1304.(SCI, EI)

51.  Gao, F. P., Gu, X. Y., Jeng, D.S. and Teo H.T. (2002): An experimental study for wave-induced instability of pipelines: The breakout of

pipelines. Applied Ocean Research, 24(2): 83-90. (SCI, EI)

52.  Jeng, D. S., Gao, F. P. and Sekiguchi, H. (2002): Effects of wave non-linearity on the wave-induced responses of soil and buried pipeline:

Application of GFEM-WSSI. Journal of Engineering, 13(2): 77-90.

53.  Gu, X.Y., Gao, F.P. and Pu, Q. (2001): Wave-soil-pipe coupling effect upon submarine pipeline on-bottom stability. Acta Mechanica

Sinica, 17(1): 86-96. (SCI, EI).

54.  Pu, Q., Li, K., Gao F.P (2001): Scour of the seabed under a pipeline in oscillating flow. China Ocean Engineering, 15(1)：129-137. (SCI, EI).

55.  Gao, F. P. & Randolph, M. F.: Progressive ocean wave modeling in drum centrifuge. Frontiers in Offshore Geotechnics (ISFOG),

London: Taylor & Francis, 2005, pp. 583-588. (EI)

56.  高福平. 海洋工程结构与海床土体相互作用机理及分析方法. 中国学科发展战略研究—水利科学与工程前沿, 北京：科学出版社，2017，pp. 877-888.