高福平

中国科学院力学研究所，研究员，博士生导师

高福平，男，博士，中国科学院力学研究所，研究员，博士生导师。

个人简历

2003—至今: 中国科学院力学研究所，先后晋升为副研究员（2003）、研究员（2009）/博士生导师（2011）

2015—至今: 中国科学院大学，工程科学学院，教授

2015—2015: Universityof Western Australia, Visiting Professor

2001—2002: Universityof Western Australia /Griffith University, Post-doctoral Research Fellow

2000—2000: HongKong University of Science and Technology, Research Associate

2001：中国科学院力学研究所，获博士学位; 1997：北京交通大学，获硕士学位；1994：武汉科技大学，获学士学位

研究领域

学科领域：海洋土力学、海洋工程

研究方向：流固土耦合力学（波流-结构-海床相互作用）

社会任职

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

获奖及荣誉

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”

代表论著

1. Qi, W.G., Shi, Y.M., *Gao, F.P.(2020): Uplift soil resistance to a shallowly-buried pipeline in the sandyseabed 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-soilinteraction 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 ina sandy seabed: Flume observations and comparisons with theoretical models. CoastalEngineering, 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 combinedwaves and current. Coastal Engineering, 2019, 143: 63-75. (SCI/EI)

6. Qi, W.G., *Gao, F.P. (2018): Waveinduced instantaneously-liquefied soil depth in a non-cohesive seabed.OceanEngineering, 2018, 153: 412-423. (SCI/EI)

7. Yang, B., Gao, F.P, Jeng，D.S. (2018): Failure mode and dynamic response of a double-sidedslope 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: Competitionmechanism. Bulletin of Engineering Geology and the Environment, 2018, 77: 1069-1080.(SCI/EI)

9. *Gao, F.P. (2017): Flow-pipe-soilcoupling mechanisms and predictions for submarine pipeline instability. Journalof 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 varyingclayey 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 pipelineinstability 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 embeddedpiles 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 submarineenvironments. Procedia Engineering, 166: 212-220. (EI)

14. *Gao, F.P.，Li, J.H., Qi, W.G., Hu, C. (2015): On the instability ofoffshore 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 ofa pipeline on drained soils. Ocean Engineering, 104: 405-413.(SCI/EI)

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

17. Hu, C., Gao, F.P. (2015).Elasto-plasticity and pore-pressure coupled analysis on the pullout behaviorsof a plate anchor. Theoretical and Applied Mechanics Letters, 5: 89-92.

18. Qi, W G, *Gao, F.P. (2015): Amodified criterion for wave-induced momentary liquefaction of sandy seabed. Theoreticaland Applied Mechanics Letters, 5: 20-23.

19. Qi, W G, *Gao, F.P. (2014):Equilibrium scour depth at offshore monopile foundation in combined waves andcurrent. 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 monopilein 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: Configurationeffects 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 ofcombined waves and current. Geotechnical Engineering Journal, 45(4):40-45. (EI)

23. *Gao, F.P.，Wang, N., Zhao, B. (2013): Ultimate bearing capacity of apipeline 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 sheddingfrom 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 tocombined 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 clayeysoils. 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 slopingsandy 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 untrenchedpipeline 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 embeddedpipeline: 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 liquefactionaround pile foundation. International Journal of Offshore and PolarEngineering, 21(3): 233-239. (SCI/EI)

31. Yan, W.J. & *Gao, F.P. (2010):Numerical analysis of interfacial shear degradation effects on axial upliftbearing capacity of a tension pile. Procedia Engineering, 4: 273-281.(EI)

32. *Gao, F.P. & Luo, C.C. (2010): Flow-pipe-seepagecoupling analysis on spanning initiation of a partially-embedded pipeline. Journalof 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 forunsaturated soils. International Journal for Numerical and AnalyticalMethod 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 ontwo-degree-of-freedom VIV of a cylinder near rigid wall. China OceanEngineering, 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 cylindernear 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 nearrigid plane boundary. International Journal of Offshore and PolarEngineering, 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 pipelinenear 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. Journalof 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 andoscillatory mechanisms. Science in China, Series ETechnological 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 vibratingpipeline. 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 onsandy 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-pipelineand 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 hemisphericalalluvial valley with saturated soil deposits. Acta Mechanica SolidaSinica, 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 pipelinenear 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 valleysubjected to SV waves: A three-dimensional analytical approximation. ActaMechanica 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. OceanEngineering, 33: 311-330 (SCI, EI)

48. Zhao C.G., Yang Z.M., Gao F.P. andZhang 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. andSekiguchi, H. (2003): Numerical study on the interaction between non-linear wave,buried pipeline and non-homogenous porous seabed. Computers andGeotechnics, 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 ofpipelines: The breakout of pipelines. Applied Ocean Research, 24(2):83-90. (SCI, EI)

52. Jeng, D. S., Gao, F. P. andSekiguchi, H. (2002): Effects of wave non-linearity on the wave-induced responsesof soil and buried pipeline: Application of GFEM-WSSI. Journal ofEngineering, 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 OceanEngineering, 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.

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