廖晨聪 土木工程系
办公电话：
电子邮件：billaday[at]sjtu.edu.cn
通讯地址：上海市闵行区东川路800号木兰船建大楼A431



个人简历 研究方向 学术兼职 科研项目 代表性论文及专著 教学工作 软件版权登记及专利 荣誉和奖励
2007~2011年于同济大学土木工程专业学习，获得学士学位。2011~2016年于上海交通大学船建学院海洋岩土工程方向学习，获得博士学位。主要从事海洋岩土工程方向的科研工作，研究波浪作用下海床地基的液化过程及判别，分析波浪-海床-结构物的共同作用及流固土耦合作用。主持国家自然科学基金青年项目1项，作为主要技术骨干参与国家重大仪器专项1项，硕士生导师。


目前主要研究方向为：
1.海洋土力学及其工程应用
海洋基础工程建设与运营过程面临的土力学问题。
2.海床地基的液化过程与判别
复杂/恶劣海况（风暴潮、台风等）下海床地基的液化稳定性研究
3.波浪、结构物与海床的共同作用
流体力学、固体力学、土力学的多学科交叉问题，围绕其界面力学特性开展研究


Soils and Foundations, Applied Ocean Research, Applied Clay Science，Journal of Coastal Research，Marine Georesources & Geotechnology,Ocean Engineering等期刊审稿人，Applied Ocean Research杰出审稿人。


国家自然科学青年基金项目(**)：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(**)：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
上海交通大学医工交叉研究基金：“混合现实”技术辅助胶质瘤手术切除的研究（2020-2012），工科合作方。


1. Liao, C., & Jeng, D.* (2013). Wave-current-induced soil response in marine sediments. Theoretical and Applied Mechanics Letters, 3(1).
2. Liao, C. C., Jeng, D. S.*, & Zhang, L. L. (2013). An analytical approximation for dynamic soil response of a porous seabed due to combined wave and current loading. Journal of Coastal Research, 31(5), 1120-1128.
3. Liao, C. C., Lin, Z., Guo, Y., & Jeng, D. S.* (2015). Coupling model for waves propagating over a porous seabed. Theoretical and Applied Mechanics Letters, 5(2), 85-88.
4. Liao, C. C., Zhao, H., & Jeng, D. S.* (2015). Poro-elasto-plastic model for the wave-induced liquefaction. Journal of Offshore Mechanics and Arctic Engineering, 137(4), 042001.
5. Zhao, H. Y., Jeng, D. S.*, & Liao, C. C. (2016). Effects of cross-anisotropic soil behaviour on the wave-induced residual liquefaction in the vicinity of pipeline buried in elasto-plastic seabed foundations. Soil Dynamics and Earthquake Engineering, 80, 40-55.
6. Lin, Z.*, Guo, Y., Jeng, D. S., Liao, C., & Rey, N. (2016). An integrated numerical model for wave–soil–pipeline interactions. Coastal Engineering, 108, 25-35.
7. Zhao, H. Y., Jeng, D. S.*, & Liao, C. C. (2016). Parametric study of the wave-induced residual liquefaction around an embedded pipeline. Applied Ocean Research, 55, 163-180.
8. Peng, X. Y., Zhang, L. L.*, Jeng, D. S., Chen, L. H., Liao, C. C., & Yang, H. Q. (2017). Effects of cross-correlated multiple spatially random soil properties on wave-induced oscillatory seabed response. Applied Ocean Research, 62, 57-69.
9. Duan, L., Liao, C.*, Jeng, D., & Chen, L. (2017). 2D numerical study of wave and current-induced oscillatory non-cohesive soil liquefaction around a partially buried pipeline in a trench. Ocean Engineering, 135, 39-51.
10. Zhao, H. Y., Jeng, D. S., Zhang, J. S., Liao, C. C.*, Zhang, H. J., & Zhu, J. F. (2017). Numerical study on loosely deposited foundation behavior around a composite breakwater subject to ocean wave impact. Engineering Geology, 227, 121-138.
11. Liao, C., Tong, D., Jeng, D. S., & Zhao, H. (2018). Numerical study for wave-induced oscillatory pore pressures and liquefaction around impermeable slope breakwater heads. Ocean Engineering, 157, 364-375.
12. Liao, C., Tong, D., & Chen, L. (2018). Pore pressure distribution and momentary liquefaction in vicinity of impermeable slope-type breakwater head. Applied Ocean Research, 78, 290-306.


指导PRP与本科生毕业设计,主讲研究生课程《Offshore Geotechinical Engineering》


一种应用于一维圆筒试验的层状海床土样制备方法 CN6.5
模拟饱和土体中静压沉桩的试验装置及方法 CN6.2
一种顶管抗浮施工的管内轨道式可移动配重方法 CN3.1


上海市科技进步三等奖
上海市土木工程科技进步奖二等奖