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

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

1. 期刊论文 （*通讯作者）

1.       Li, S., Zhang, Y.*, Li, D., Khoa, H.D.V., Andersen, K.H., Jiang, Z. andLiu, J. (2020). Geotechnical analysis of a mat foundation supporting awell-head platform. Journal of Geotechnical and Geoenvironmental Engineering, 147(11), 04021121.

 2.      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.

 3.      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.

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

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

 6.      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.

 7.      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.

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

 9.      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. Journalof Geotechnical and Geoenvironmental Engineering, 146(9): 04020080. 

 10.  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.

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

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

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

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

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

16.   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.

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

18.  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.

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

20.   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.

21.   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.

22.   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.

23.   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.

24.   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.

25.   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.

学术专著

1.     Analysisof 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 foundationsusing the subgrade reaction method.

•       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（ISSMGETC209）委员，领导海工结构基础循环荷载设计工作组

•       Journal of Geotechnical andGeoenvironmental Engineering, Canadian Geotechnical Journal, Computers andGeotechnics, Geotechnique, Marine Structures, Ocean Engineering, Applied OceanResearch 等岩土工程、海洋工程领域知名期刊审稿人

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。