张友虎，男，1986年生，湖北荆州人。东南大学教授，博导，国家级青年人才项目入选者，长期从事海洋岩土工程领域的科研与工程咨询，ISO国际标准技术委员会海洋结构分委（ISO/TC67/SC7/WG7）注册专家。2008年本科毕业于吉林大学岩土工程系，2013年博士毕业于西澳大利亚大学（The University of Western Australia）海洋基础中心 (Centre for Offshore Foundation Systems)，2013年获挪威岩土所（Norwegian Geotechnical Institute）终身职位，历任工程师，高级工程师和海洋岩土工程技术主管。2021年全职加入东南大学土木工程学院。研究成果发表学术论文80余篇，2项研究成果分别被ISO19905-1、ISO19901-4两本国际规范采用并列为推荐方法，其中基于土体应力-应变关系推导桩-土相互作用普适性 p-y 弹簧模型取代了ISO/API 规范使用了50余年的 Matlock p-y 弹簧方法。

教育经历：

2004.09 – 2008.07 吉林大学岩土工程系，工学学士

2009.02 – 2013.04 西澳大利亚大学海洋基础中心，海洋岩土工程博士

工作经历:

2013 – 2021挪威岩土所海洋能源部，历任工程师、高级工程师、海洋岩土工程技术主管 

2021 – 至今东南大学土木工程学院，桥隧与地下工程系，青年首席教授，博导

• ISO 19905-1 自升式平台国际规范技术委员会（IOGP/ISO/TC67/SC7/WG7）核心成员

• 国际土力学与岩土工程学会海洋岩土专委会（ISSMGE TC209）委员

• ISO国际标准技术委员会海洋结构分委（ISO/TC67/SC7/WG7）注册专家

土力学与基础工程（全英文）

专业写作（全英文）

1)  2024-2027 国家自然科学基金面上项目：台风海域漂浮式海上风机共享吸力锚承载力与失效灾变 机理研究

2）2022-2024 国家自然科学基金青年项目：海上风机吸力桶导管架基础长期沉降机理与计算方法

3）2024-2026 金风科技有限公司 大直径单桩桩-土相互作用刚度与阻尼试验研究

4）2024-2026 中海石油（中国）有限公司北京研究中心 自升式平台就位既有桩坑侧滑承载力试验

5）2024-2025 深圳中广核工程设计有限公司 海上风电三维地质模型设计平台与插拔桩预警系统研发

6）2023-2025 中海石油（中国）有限公司北京研究中心 共享锚系新型锚模型试验

7）2023-2024 中海石油（中国）有限公司北京研究中心 海上风电基础与地基土体耦合作用和稳定性模型试验

8）2022-2023 深圳中广核工程设计有限公司 改进型桩-土相互作用分析优化设计 

9）2022-2023 中海石油（中国）有限公司北京研究中心 漂浮式风机新型锚设计方案与技术研究

10）2021-2022 中国能源建设集团广东省电力设计研究院海上风电高级岩土本构模型开发

期刊论文

1.  

1.      Du, D., Lei, D., Lai, Y. and Zhang, Y.*(2026). A generalised method for spudcan penetration analysis in multi-layer soils. Ocean Engineering, 353(2026), 124844.

2.      Wu, C., Zhang, Y.* and Wang, X. (2026). Experimental study on the effect of shank geometry, relative density and drag velocity on the installation characteristics of drag anchors in sand. Ocean Engineering, 346(2026), 123935.

3.      Cui, J., Zhang, Y.*, Wu, C. and Huang, Y. (2026). An experimental investigation on the performance of shared pile anchor in saturated sand for floating offshore wind turbines, Ocean Engineering, 343 (2026) 123571.

4.      Bi, Q., Carotenuto, P., Zhang, Y.*, Suzuki, Y. and Zhang, Y. (2026). Monotonic and cyclic properties of two different kaolin clays. Ocean Engineering, 343 (2026) 123511.

5.      Huang, Y., Li, S., Zhang, Y.*, Wu, C., Zhang, H. and Sun, G. (2026). Experimental study on the lateral soil-pile interaction of monopile foundations in clay. Marine Georesources & Geotechnology, Vol 44, No.1, 152-169.

6.      Wu, C., Guo, P., Zhang, Y.*, Wang, X. and Lei, D. (2025). Experimental investigation of a novel drag anchor design. JournalofMarineScienceandEngineering, 2025, 13, 2157.

7.      Zhang, Y., Zhang, Y.*, Andersen, K.H. and Bi, Q. (2025). Effects of fines content and density on the static behaviour of silty Sand. Marine Georesources & Geotechnology, DOI: 10.1080/1064119X.2025.2607636.

8.      Wu, C., Zhang, Y., Guo, P.* and Lei, D. (2025). Numerical investigation of the installation process of drag anchors in sand.Geotechnics, 2025, 5, 76. https://doi.org/10.3390/geotechnics5040076.

9.      Guo, P., Zhang, Y.* and Di, T. (2025). Hysteretic foundation damping model for large-diameter monopile supporting offshore wind turbines. Marine Georesources & Geotechnology, DOI: 10.1080/1064119X.2025.2539490.

10.  Guo, P.*, Zhang, Y., and Bi, Q. (2025). Characteristics of the damping ratio of undisturbed offshore silty clay in eastern Guangdong, China. Applied Sciences.2025, 15, 4954.

11.  Bi, Q., Zhang, Y.*, Suzuki, Y. and Sivasithamparam, N. (2025). A theoretical model for clay subjected to episodic cyclic loading and reconsolidation, Ocean Engineering, 330(2025), 121261.

12.  Liu, Z., Zhang, Y.*, Guo, P. (2025). A CPT-based p-y model for laterally loaded monopiles in sand. Marine Structures, 101(2025), 103767.

13.  Liu, Z. and Zhang, Y.* (2025). Effect of drainage conditions on monopile soil-pile interaction in sandy seabed. OceanEngineering, 315(2025), 119826.

14.  Guo, P., Lin, H., Zhang, Y.* and Di, T. (2024). Modelling of foundation damping in time-domain analysis of monopile supported offshore wind turbine structures. Marine Structures, 98(2024) 103672.

15.  Zhang, Y.*, Zhao, S., Zhou, H., Andersen, K.H. and Liu, B. (2024). Long-term settlement of suction bucket foundations supporting offshore wind turbines in clay. Applied Ocean Research, 145(2024), 103922.

     国际会议论文

1.      

1.      Bi, Q., Zhang, Y., Suzuki, Y. and Lyu, C. (2025). Experimental study of soils under cyclic loading with direction varying about a mean direction. ISFOG 2025, Nantes.

2.      Wu, C., Zhang, Y., Wang, X., Lei, D. and Guo, P. (2025). Numerical and experimental investigation of a novel drag anchor design for enhanced penetrability and holding capacity. ISFOG 2025, Nantes.

3.      Liu, Z. and Zhang, Y. (2025). Novel CPT-based p-y model for monopiles under lateral loads in sand. ISFOG 2025, Nantes.

4.      Guo, P., Zhang, Y. and Di, T. (2024). Foundation damping model for monopile foundations supporting offshore wind turbines, VOSE 2024, December 12-14, Hanoi 2024.

5.      Zhang, Y., Li, S., Wang, X., Wu, C., Guo, P. and Lei, D. (2024). A novel drag anchor design for enhanced penetrability and holding capacity. Proceedings of the ASME 2024 43^rd International Conference on Ocean, Offshore and Arctic Engineering, OMAE2024. June 9-14, Singapore.

6.      Guo, P., Zhang, Y., Bi, Q. and Di, T. (2024). A new method for incorporating foundation damping in time-domain analysis of integrated offshore wind turbine structures. GeoShanghai 2024. 

7.      Peng, X., Gao, Y. and Zhang, Y. (2024). Development of a 3D ground model for an offshore wind farm with complex interlayering of silty soils. 7^th International Conference on Geotechnical and Geophysical Site Characterisation (ISC), June 18-21, 2024, Barcelona, Spain.

8.      Ragni, R., Sivasithamparam, N., Jostad, H.P. Zhang, Y., Okuno, T., Sugiyama, H. and Fukutake, K. (2023). Efficient modelling of cyclic degradation in monopile design. Proceedings of the 9^th International Offshore Site Investigation and Geotechnics Conference, Innovative Geotechnologies for Energy Transition, 1050-1055.

9.      Zhang, Y., Watson, P.G., Sturm, H., Klinkvort, R., Erbrich, C., Lam, S., Shonberg, A. and Hall, A. (2023). Cyclic loading of OWT foundations: current practice and state-of-the-art. Proceedings of the 9^th International Offshore Site Investigation and Geotechnics Conference, Innovative Geotechnologies for Energy Transition, 1050-1055. 1057-1066.

10.  Zhang, Y., Gaunt, P., Gundersen, A.S., Sivasithamparam, N. and Engin, H.K. (2023). Prediction and back-analysis of centrifuge lateral pile load tests in fine grained soil. Proceedings of the 9th International Offshore Site Investigation and Geotechnics Conference, Innovative Geotechnologies for Energy Transition, 1050-1055. 1847-1854.

11.  Ma, Z., Liu, D., Liu, B., Zhang, Y. and Andersen, K.H. (2022). Installation of suction bucket foundation in layered soils in Southern China. The 32^nd (2022) International Ocean and Polar Engineering Conference (ISOPE), Shanghai.

12.  Jeanjean, P., Zakeri, A., Zhang, Y. and Andersen, K.H. (2022). The new ISO/API P-Y curves in clays and their reconciliation with the PISA framework. Offshore Technology Conference, OTC-31860-MS.

13.  Camilo Cardenas, Hans Erik Kolstrup Hansen, Sigvald Hanssen, Harald Blikra, Wolfgang Mathis, Ole Kristian Holen, Arjen Kort and Youhu Zhang (2021). Top-Hole technology overcomes challenging sand-based seabed conditions and enables record drilling performance in an offshore exploration well. SPE/IADC International Drilling Conference and Exhibition, SPE/IADC-204096-MS.

14.  Klinkvort, R., Sturm, H., Page, A.M., Zhang, Y. and Jostad, H.P. (2020). A consistent, rigorous and super-fast monopile design approach. 4th Int. Symposium Frontiers in Offshore Geotechnics (ISFOG), Austin, USA.

15.  Johansson, J., Sivasithamparam, N., Zhang, Y. and Engin, H.K. (2020). Simple method for computing nonlinear foundation rocking stiffness and damping. 4th Int. Symposium Frontiers in Offshore Geotechnics (ISFOG), Austin, USA.

16.  Teng, Y., Zhang, Y. and Lai, Y. (2020). Lateral pile group effect: literature review and a numerical study. 4th Int. Symposium Frontiers in Offshore Geotechnics (ISFOG), Austin, USA.

17.  Liu, D., Liu, B.,Zhang, Y., Ma, Z., Andersen, K.H., Jostad, H.P., Li, L. and Zhang, Y. (2020). Long-term settlement of suction bucket foundations supporting offshore wind turbines. The 30^th (2020) International Ocean and Polar Engineering Conference (ISOPE), Shanghai.

18.  Zhang, Y., Andersen, K.H., and Jeanjean, P. (2019). Cyclic p-y curves in clays for offshore structures. Offshore Technology Conference, OTC-29346-MS, Texas, USA.

19.  Liedtke, E., Andersen, K.H., Zhang, Y., and Jeanjean, P. (2019). Monotonic and cyclic soil properties of Gulf of Mexico clays.  Offshore Technology Conference, Houston, Texas. OTC 29622.

20.  Jeanjean, P., Zhang, Y., Zakeri, A., Andersen, K.H., Gilbert, R. and Senanayake, A. (2017). A framework for monotonic p-y curves in clays. Keynote lecture, OSIG SUT conference, 2017, London.

21.  Zhang, Y., Andersen, K.H., Jeanjean, P., Mirdamadi, A., Gundersen, A.S. and Jostad, H.P. (2017). A framework for cyclic p-y curves in clay and application to pile design in GoM. OSIG SUT conference, 2017, London.

22.  Shen, K., Zhang, Y., Klinkvort, R.T., Sturm, H., Jostad, H.P. and Sivasithamparam, N. (2017). Numerical simulation of suction bucket under vertical tension loading. OSIG SUT conference, 2017, London.

23.  Nadim, F., Shin, Y., Liu, Z., Zhang, Y., de Vries, M.H. and Engelsen, H. (2017). Reliability-Based Design of Suction Anchor Foundation for Floating Platforms. 12th International Conference on Structural Safety & Reliability. 6-10 August 2017, TU Wien, Vienna, Austria.

24.  Holden, H., Holm, H.G., Zhang, Y., Smith, V. and Næss, R. (2017). Calibration of soil spring models for conductor analysis based on field measurements. Proceedings of the ASME 2017 36th International Conference on Ocean, Offshore and Arctic Engineering, OMAE2017, June 25-30, 2017, Trondheim, Norway.

25.  Meyer, V., Zhang, Y., Aas, P.M., Nowacki, F. and Hylen, S. (2017). Geotechnical aspects of decommissioning offshore structures with skirted foundations. Conference on Maritime Energy-Decommissioning of Offshore Geotechnical Structures, March 28-29, 2017, Hamburg.

26.  Zhang, Y., Andersen, K.H., Klinkvort, R.T., Jostad, H.P., Sivasithamparam, N., Boylan, N.P. and Langford, T. (2016). Monotonic and cyclic p-y curves for clay based on soil performance observed in laboratory element tests. Offshore Technology Conference, Houston, Texas. OTC 26942.

27.  Meyer, V., Zhang, Y. and Kort, A. (2015). Theoretical study on the effect of a weak layer on the vertical bearing capacity of spudcans in clay. 15th International Conference, The Jack-up Platform, Design, Construction and Operation, London, UK.

28.  Zhang, Y., Khoa, H.D.V., Meyer, V. and Cassidy, M. (2015). Jack-up spudcan penetration analysis: review of semi-analytical and numerical methods. 3rd Int. Symposium Frontiers in Offshore Geotechnics (ISFOG), Olso, Norway.

29.  Zhang, Y., Bienen, B., Cassidy, M.J. (2013). On the VHM capacity of a buried spudcan in soft clay as it relates to the new ISO 19905-1 guidelines, 14th International Conference, The Jack-up Platform, Design, Construction and Operation, London, UK.

30.  Zhang, Y., Bienen, B., Cassidy, M.J., and Gourvenec, S. (2012). A force-resultant model for spudcans in soft clay and application to jack-up push-over analysis. Offshore Technology Conference (OTC) 2012. Houston, USA, OTC 23049.

31.  Zhang, Y., Bienen, B., Cassidy, M.J. (2011). Developing a force-resultant footing model for spudcans in soft clays: A research strategy. Proc. 21st International Symposium on Offshore and Polar Engineering – ISOPE-2011, Maui, Hawaii, pp. 447-454.

32.  Zhang, Y., Bienen, B., Cassidy, M.J., Gourvenec, S. (2010). Numerical study of the undrained bearing capacity of deeply embedded foundations under combined loading. Proc. 2nd Int. Symposium Frontiers in Offshore Geotechnics (ISFOG), Perth, Australia, pp. 691-696.