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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[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

 
2007~2011年于同济大学土木工程学院土木工程专业学习,获得学士学位。2011~2016年于上海交通大学船舶海洋与建筑工程学院海洋岩土工程方向,获得博士学位。2016年博士毕业后留校任教,任助理研究员。主要从事海洋岩土工程和顶管安全监测方面的科研工作。在海洋岩土工程方向,主要研究波浪作用下海床地基的液化过程及判别,针对近岸防波堤、海底管线、海洋风机等结构物,分析波浪-海床-结构物的共同作用及流固土耦合问题;在顶管安全监测方向,围绕顶管屈曲稳定性、顶管穿越关键构筑物的施工过程进行监测。目前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和企业委托横向项目多项。在国内外期刊发表学术论文30余篇,其中SCI期刊22篇,申请/授权国家发明专利5项。

研究方向

 
目前主要研究方向为:
1.海洋土力学及其工程应用
关注海洋基础工程建设与运营过程面临的科学问题。
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(例如海洋风机),围绕其界面力学特性开展研究

目前正在往深水环境锚与沉积物的作用机制,锚失效机理方面进行探索;在智能化安全监测、自动数据处理分析方面也在进行相关研究。

学术兼职

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

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
上海市城市建设设计研究院科研项目:液化土层建设现代有轨电车地下车站关键技术研究(2017-2018),技术负责人
上海市城市建设设计研究院科研项目:有轨电车车辆基地大面积强夯加固效果评估技术研究(2018-2019),技术负责人

代表性论文及专著

 
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. Duan, L., Jeng, D., Liao, C.*, Zhu, B., & Tong, D. (2017). Three-dimensional poro-elastic integrated model for wave and current-induced oscillatory soil liquefaction around an offshore pipeline. Applied Ocean Research, 68, 293-306.
12. Zhao, H. Y., Jeng, D. S., Liao, C. C.*, & Zhu, J. F. (2017). Three-dimensional modeling of wave-induced residual seabed response around a mono-pile foundation. Coastal Engineering, 128, 1-21.
13. Tong, D., Liao, C.*, Jeng, D. S., Zhang, L., Wang, J., & Chen, L. (2017). Three-dimensional modeling of wave-structure-seabed interaction around twin-pile group. Ocean Engineering, 145, 416-429.
14. Leng, J., Ye, G., Liao, C.*, & Jeng, D. (2018). On the soil response of a coastal sandy slope subjected to tsunami-like solitary wave. Bulletin of Engineering Geology and the Environment, 1-16.
15. Leng, J., Liao, C.*, Ye, G., & Jeng, D. S. (2018). Laboratory study for soil structure effect on marine clay response subjected to cyclic loads. Ocean Engineering, 147, 45-50.
16. Zhao, H. Y., Jeng, D. S., Liao, C. C., Zhang, J. S., Guo, Z., & Chen, W. Y. (2018). Numerical modelling of liquefaction in loose sand deposits subjected to ocean waves. Applied Ocean Research, 73, 27-41.
17. Zhang, Y., Liao, C., Chen, J.*, Tong, D., & Wang, J. (2018). Numerical analysis of interaction between seabed and mono-pile subjected to dynamic wave loadings considering the pile rocking effect. Ocean Engineering, 155, 173-188.
18. Wang, Y. G., Liao, C. C., Wang, J. H.*, & Wang, W. (2018). Numerical study for dynamic response of marine sediments subjected to underwater explosion. Ocean Engineering, 156, 72-81.
19. 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.
20. Tong, D., Liao, C.*, Jeng, D. S., & Wang, J. (2018). Numerical study of pile group effect on wave-induced seabed response. Applied Ocean Research, 76, 148-158.
21. Zhang, S., Ye, G.*, Liao, C., & Wang, J. (2018). Elasto-plastic model of structured marine clay under general loading conditions. Applied Ocean Research, 76, 211-220.
22. Wang, Y. G., Liao, C. C.*, & Wang, J. H. (2018). Numerical investigation of pore pressure effect on blast-induced pipeline-seabed interaction. Applied Ocean Research, 77, 61-68.
23. 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.
24. Wang, Y. G., Liao, C. C.*, Wang, J. H., & Jeng, D. S. (2018). Dynamic response of pipelines with various burial depth due to underwater explosion. Ocean Engineering, 164, 114-126.

教学工作

 
指导本科生研究计划(PRP)与本科生毕业设计。

软件版权登记及专利

 
一种应用于一维圆筒试验的层状海床土样制备方法 CN201710859266.5
模拟饱和土体中静压沉桩的试验装置及方法 CN201810038846.2
一种顶管抗浮施工的管内轨道式可移动配重方法 CN201810950183.1

荣誉奖励

 
上海市土木工程科技进步奖二等奖

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