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性别：男
职称：副教授
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天津大学 - 岩土工程 - 博士
天津大学 - 水利工程 - 硕士
河海大学 - 港口航道与海岸工程 - 学士
建筑工程学院 → 天津大学 → 副研究员
建筑工程学院 → 天津大学 → 讲师
· 海底管线走管和屈曲；海洋结构物与土相互作用；沉管隧道回淤物流变分析
· 工程地质与地基基础
· 地质实习
· 工程地质
主要从事深海石油管线热稳定性、海洋结构物与土相互作用研究。主持国家自然科学基金青年基金1项、中国博士后科学基金面上项目1项、天津市港口岩土工程技术重点实验室开放基金1项，企事业课题3项。
[1]Hong, Z. and Liu, W. (2022). Study of the deep-sea pipeline walking with the consideration of the influence of pre-determined global buckling. Ocean Engineering. 260, 112053.
[2]Liu, W. and Hong, Z. (2022). Impact of the backfilled soil on the lateral stability of plug-in steel cylinder under wave load. Ships and Offshore Structures.
[3]Hong, Z., Liu, W. and Yan, S. (2020). Prediction of plastic deformation of post- buckling subsea pipelines. Applied Ocean Research. 110, 102589.
[4]Hong, Z., Xu, B. and Liu, W. (2021). Theoretical method to calculate pipeline thermal transient induced walking rate considering nonlinear time dependent soil resistance. Marine Georesources & Geotechnology. 39(6): 696-708.
[5]洪兆徽, 刘润, 刘文彬, 闫澍旺. (2016). 双拱缺陷管线整体屈曲的解析解研究. 工程力学. 33(03): 39-46.
[6]Hong, Z. and Liu, R. (2019). Three-dimensional explicit dynamic numerical method to simulate a deep-sea pipeline exhibiting lateral global buckling. International Journal of Steel Structures. 19(5): 1393-1407.
[7]Hong, Z., Liu, R., Liu, W. and Yan, S. (2015). Study on lateral buckling characteristics of a submarine pipeline with a single arch symmetric initial imperfection. Ocean Engineering. 108: 21-32.
[8]Hong, Z., Liu, R., Liu, W. and Yan, S. (2015). A lateral global buckling failure envelope for a high temperature and high pressure (HT/HP) submarine pipeline. Applied Ocean Research. 51:117-128.
[9]Hong, Z., Fu, D., Zhou, Z., Liu, W. and Yan, Y. (2019). Modelling nonlinear time- dependent pipeline walking induced by SCR tension and downslope. Applied Ocean Research. 93, 101949.
[10]Hong, Z., Fu, D., Liu, W., Zhou, Z., Yan, Y. and Yan, S. (2019). Effect of gain in soil friction on the walking rate of subsea pipelines. Journal of Marine Science and Engineering. 7(11), 401.
[11]洪兆徽, 闫玥, 付登锋, 刘文彬, 闫澍旺. (2020). 考虑土体阻力增长的管线轴向步进理论解. 哈尔滨工业大学学报. 52(2):10-16.
[12]Hong, Z. and Liu, W. (2020). Modelling the vertical lifting deformation for a deep- water pipeline laid on a sleeper. Ocean Engineering. 199, 107042.
[13]Hong, Z., Liu, W. and Xu, B. (2021). Research on the pipeline walking caused by cyclic increasing soil friction for free deep-sea submarine pipelines laid on even seabed. Marine Structures. 75, 102873.
[14]Hong, Z., Zhou, Z., Liu, W., Yan, Y., Fu, D., Yan, S. (2020). Analysis of walking rate for subsea pipelines neighbouring the pipeline end terminations/pipeline end manifolds. Ocean Engineering. 218, 108087.
[1]洪兆徽, 付登锋, 刘文彬.用于深海管道走管防控的转轴式管端结构及走管防控方法. 专利号：ZL202010275844.2
[2]洪兆徽, 付登锋, 刘文彬, 闫玥. 一种主动式低附加力的管道走管效应防护方法. 专利号：ZL202010275830.0
1. 中国公路建设行业协会科技进步奖
