张友虎

发布者:张洁琪发布时间:2021-07-08浏览次数:8191


张友虎,东南大学青年首席教授,博士生导师

桥隧与地下工程系,土木工程学院

东南大学土木工程学院土木教学科研楼1415

邮箱:youhuzhang@seu.edu.cn

ResearchGatehttps://www.researchgate.net/profile/Youhu-Zhang


个人简介

张友虎,男,1986年生,湖北荆州人,入选国家高层次青年人才(海外)项目。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。长期从事海洋岩土工程领域的科学研究与工程咨询与设计。累计主持重大工程咨询项目50余项,作为项目负责人获得挪威科学研究委员会基金(Research Council of Norway)和工业界资助科研项目8项(累计经费1300余万元人民币)。研究成果发表学术论文49篇,其中一作或通讯SCI国际高水平期刊论文22篇,2项研究成果分别被ISO19905-1ISO19901-4两本国际规范采用。担任2ISO国际规范技术委员会委员以及国际土力学与岩土工程学会海洋岩土专委会(ISSMGE TC209)海工结构物循环荷载设计指南工作组组长。


研究方向:海上风电与海上油气开发领域的岩土工程问题 (基础-土相互作用机理与设计方法;海洋土工程力学特性;岩土本构模型;岩土有限元仿真)


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,教授,博士生导师


学术活动

  • 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

  • ISO 3421 海洋隔水导管设置深度与操作指南国际规范技术委员会核心成员

  • 国际土力学与岩土工程学会海洋岩土专委会(ISSMGE TC209)委员,领导海工结构基础循环荷载设计工作组

  • ASCE Journal of Geotechnical and Geoenvironmental Engineering, Canadian Geotechnical Journal, Computers and Geotechnics, Geotechnique, Marine Structures, Ocean Engineering, Applied Ocean Research 等岩土工程、海洋工程领域知名期刊审稿人


承担项目:

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

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


论文与专著

发表学术论文49篇,其中一作或通讯SCI国际高水平期刊论文22篇,2项研究成果分别被ISO19905-1ISO19901-4两本国际规范采用。

期刊论文:

  1. Zhang, Y.*, Rochmann, F.N., Teng, Y. and Lai, Y. (2022). A numerical study on the group effect for offshore piles in clay under lateral loading. Marine Structures, 84 (2022), 103238.


  1. Wang, Y., Zhang, S., Xu, H., Zhang, Y., Gaunt, P., Ren, B., Zhang, Y., and Ren, Y. (2022). Site investigation and soil parameters for offshore suction bucket design: A case study of Houhu wind turbine. Ocean Engineering, 255(2022), 111458.


  1. Li, S., Zhang, Y.*, Li, D., Khoa, H.D.V., Andersen, K.H., Jiang, Z. and Liu, J. (2021). Geotechnical analysis of a mat foundation supporting a well-head platform. ASCE Journal of Geotechnical and Geoenvironmental Engineering, 147(11), 04021121.


  1. Shen, K., Zhang, Y., Wang, K., Wang, B. and Zhao, X. (2021). Effect of partial drainage on the pullout behaviour of a suction bucket foundation, European Journal of Environmental and Civil Engineering, DOI: 10.1080/19648189.2021.1895891


  1. Lai, Y., Wang, L., Zhang, Y.* and Hong, Y. (2021). Site-specific soil reaction model for monopiles in soft clay based on laboratory stress-strain curves. Ocean Engineering, Vol. 220, 108437.


  1. Zhang, Y.*, Aamodt, K.K. and Kaynia, A.M. (2021). Hysteretic damping model for laterally loaded piles. Marine Structures, 76 (2021): 102896.


  1. Luo, W., Li, J., and Zhang, Y. (2020). Quantifying installation risk during spudcan penetration. Ocean Engineering,Vol. 216, 108050.


  1. Liu, B., Zhang, Y.*, Ma, Z., Andersen, K.H., Jostad, H.P., Liu, D. and Pei, A. (2020). Design considerations of suction caisson foundations for offshore wind turbines in Southern China. Applied Ocean Research, Vol. 104, 102358


  1. Page, A.M., Klinkvort, R.T., Bayton, S., Zhang, Y., Jostad, H.J. (2020). A procedure for predicting the permanent rotation of monopiles in sand supporting offshore wind turbines. Marine Structures, 75(2021): 102813.


  1. Fu, D, Zhang, Y.*, Aamodt, K.K. and Yan, Y. (2020). A multi-spring model for monopile analysis in soft clays. Marine Structures, 72(2020): 102768.


  1. Zhang, Y.*, Andersen, K.H., Jeanjean, P., Karlsrud, K. and Haugen, T. (2020). Validation of a monotonic and cyclic p-y framework by lateral pile load tests in a stiff over-consolidated clay at the Haga site. Journal of Geotechnical and Geoenvironmental Engineering, 146(9): 04020080.


  1. Fu, D., Zhang, Y.* and Yan, Y. (2020). Bearing capacity of a side-rounded suction caisson foundation under general loading in clay. Computers and Geotechnics, 123(2020): 103543.


  1. Zhang, Y.*, Andersen, K.H., and Jeanjean, P. (2020). A framework for cyclic p-y curves in clay and its verification. Applied Ocean Research, 97(2020): 102085.


  1. Yan, Y., Zhang, Y.*, Fu, D and Tian, Y. (2020). Interpretation of the torsional resistance of shallowly embedded hemiball penetrometer, Journal of Geotechnical and Geoenvironmental Engineering. 146(4): 04020005.


  1. Fu, D., Zhang, Y.*, Yan, Y. and Jostad, H.P. (2020). Effects of tension gap on the holding capacity of suction anchors. Marine Structures, 69(2020): 102679.


  1. Zhang, Y.* and Andersen, K.H. (2019). Soil reaction curves for monopiles in clay. Marine Structures, 65(2019): 94-113.


  1. Li, S., Zhang, Y.*, and Jostad, H.P. (2019). Drainage conditions around monopiles in sand. Applied Ocean Research, 86(2019): 111-116.


  1. Zhao, X., Xu, J., Zhang, Y. and Xiao, Z. (2018). Coupled DEM and FDM algorithm for geotechnical analysis. International Journal of Geomechanics, 18(6): 04018040.


  1. Zhang, Y.* and Andersen, K.H. (2017). Scaling of lateral pile p-y response in clay from laboratory stress-strain curves. Marine Structures, 53 (2017): 124-135.


  1. Zhang, Y.*, Andersen, K.H. and Tedesco, G. (2016). Ultimate bearing capacity of laterally loaded piles in clay - Some practical considerations. Marine Structures, 50(2016): 260-275.


  1. Zhang, Y.*, Cassidy, M. J., and Bienen, B. (2014). A plasticity model for spudcan foundations in soft clay. Canadian Geotechnical Journal, 51(6): 629–646.


  1. Zhang, Y.*, Wang, D., Cassidy, M. J., and Bienen, B. (2014). Effect of installation on the bearing capacity of a spudcan under combined loading in soft clay. Journal of Geotechnical and Geoenviromental Engineering, 140(7): 04014029-1-12.


  1. Zhang, Y.*, Bienen, B., and Cassidy, M. J. (2014). Jack-up push-over analyses featuring a new force resultant model for spudcans in soft clay. Ocean Engineering, 81(2014): 139–149.


  1. Zhang, Y.*, Bienen, B., and Cassidy, M. J. (2013). Development of a combined VHM loading apparatus for a geotechnical drum centrifuge. International Journal of Physical Modelling in Geotechnics, 13(1): 13-30.


  1. Zhang, Y.*, Cassidy, M. J., and Bienen, B. (2012). Elastic stiffness coefficients for an embedded spudcan in clay. Computers and Geotechnics, 42(2012): 89-97.


  1. Zhang, Y.*, Bienen, B., Cassidy, M. J., and Gourvenec, S. (2012). Undrained bearing capacity of deeply buried flat circular footings under general loading. Journal of Geotechnical and Geoenvironmental Engineering, 138(3): 385-397.


  1. Zhang, Y.*, Bienen, B., Cassidy, M. J., and Gourvenec, S. (2011). The undrained bearing capacity of a spudcan foundation under combined loading in soft clay. Marine Structures, 24(4): 459-477.


专著

  1. Analysis of Pile Foundations Subject to Static and Dynamic Loading, Editor: Amir M. Kaynia, CRC Press, ISBN: 978-0-367-37416-7.  Chapter 2: Analysis of laterally loaded pile foundations using the subgrade reaction method.


荣誉与奖励

  1. 国际土力学与岩土工程协会杰出青年岩土工程师奖 :International Society of Soil Mechanics and Geotechnical Engineering (ISSMGE) Outstanding Young Geotechnical Engineer Award, 2022

  2. 2)海洋工程技术大会最佳论文奖:Offshore Technology Conference 2022 ASCE Best Paper Award. 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.



人才招募

长期招募海洋岩土方向博士后,待遇从优。招收海洋岩土方向硕士、博士生,数理、力学基础好,英语能力优秀者优先,有赴挪威,澳大利亚等国联合培养、学习交流机会。