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基本信息

 
廖晨聪
土木工程系
固定电话:021-34204833
电子邮件-Email:billaday@sjtu.edu.cn
通讯地址:上海市闵行区东川路800号木兰船建大楼A410

个人简历

 
2007年9月~2011年7月:同济大学土木工程专业,获工学学士学位
2011年9月~2016年3月:上海交通大学岩土工程专业,获得工学博士学位
2016年9月至今: 上海交通大学土木工程系,助理研究员

研究方向

 
1.海洋土力学及其工程应用
2.海床地基的液化过程与判别
3.波浪、结构物与海床的共同作用

学术兼职

 
Ocean Engineering, Applied Ocean Research, Journal of Coastal Research等期刊审稿人

科研项目

 
国家自然科学青年基金项目(41602282):近岸碎浪区考虑波浪湍流运动的防波堤海床地基稳定性研究(2017-2019),项目负责人
国家重大科研仪器研制项目(41727802):卸荷与渗流联合驱动的软土小应变真三轴试验系统(2018-2023),主要参与人

代表性论文及专著

 
[1]Liao C C, Jeng D S. Wave-current-induced soil response in marine sediments[J]. Theoretical and Applied Mechanics Letters, 2013, 3(1): 012002.
[2]Liao C C, Jeng D S, Zhang L L. An analytical approximation for dynamic soil response of a porous seabed due to combined wave and current loading[J]. Journal of Coastal Research, 2013, 31(5): 1120-1128.
[3] Liao C C, Zhao H, Jeng D S. Poro-elasto-plastic model for the wave-induced liquefaction[J]. Journal of Offshore Mechanics and Arctic Engineering, 2015, 137(4): 042001.
[4]Liao C C, Lin Z, Guo Y, Jeng D S. Coupling model for waves propagating over a porous seabed[J]. Theoretical and Applied Mechanics Letters, 2015, 5(2):85-88.
[5]Lin Z, Guo Y, Jeng D, Liao C, et al. An integrated numerical model for wave–soil–pipeline interactions[J]. Coastal Engineering, 2016, 108: 25-35.
[6] Tong D, Liao C, Jeng D S, et al. Three-dimensional modeling of wave-structure-seabed interaction around twin-pile group[J]. Ocean Engineering, 2017, 145: 416-429.
[7]Duan L, Liao C, Jeng D, et al. 2D numerical study of wave and current-induced oscillatory non-cohesive soil liquefaction around a partially buried pipeline in a trench[J]. Ocean Engineering, 2017, 135: 39-51.
[8] Zhao H Y, Jeng D S, Zhang J S, Liao C C, et al. Numerical study on loosely deposited foundation behavior around a composite breakwater subject to ocean wave impact[J]. Engineering Geology, 2017.
[9]Leng J, Ye G, Liao C, et al. On the soil response of a coastal sandy slope subjected to tsunami-like solitary wave[J]. Bulletin of Engineering Geology and the Environment, 2017: 1-16.
[10]Zhao H Y, Jeng D S, Liao C C, et al. Three-dimensional modeling of wave-induced residual seabed response around a mono-pile foundation[J]. Coastal Engineering, 2017, 128: 1-21.

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