廖晨聰

廖晨聰，男，博士，上海交通大學船舶海洋與建築工程學院碩士生導師。

基本介紹

• 中文名：廖晨聰
• 畢業院校：上海交通大學
• 學位/學歷：博士
• 專業方向：大學土木工程
• 任職院校：上海交通大學船舶海洋與建築工程學院

人物經歷

2007~2011年於同濟大學土木工程專業學習，獲得學士學位。2011~2016年於上海交通大學船建學院海洋岩土工程方向學習，獲得博士學位。

研究方向

海洋土力學及其工程套用

海洋基礎工程建設與運營過程面臨的土力學問題。

2.海床地基的液化過程與判別

複雜/惡劣海況（風暴潮、颱風等）下海床地基的液化穩定性研究

3.波浪、結構物與海床的共同作用

流體力學、固體力學、土力學的多學科交叉問題，圍繞其界面力學特性開展研究

學術兼職

Soils and Foundations, Applied Ocean Research, Applied Clay Science，Journal of Coastal Research，Marine Georesources & Geotechnology,Ocean Engineering等期刊審稿人，Applied Ocean Research傑出審稿人。

科研項目

國家自然科學青年基金項目(41602282)：近岸碎浪區考慮波浪湍流運動的防波堤海床地基穩定性研究（2017-2019），項目負責人

國家重大科研儀器研製項目(41727802)：卸荷與滲流聯合驅動的軟土小應變真三軸試驗系統（2018-2023），主要參與人

上海交通大學醫工交叉研究基金：“混合現實”技術輔助膠質瘤手術切除的研究（2020-2012），工科合作方。

學術成果

論文專著

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. 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.

發明專利

一種套用於一維圓筒試驗的層狀海床土樣製備方法 CN201710859266.5

模擬飽和土體中靜壓沉樁的試驗裝置及方法 CN201810038846.2

一種頂管抗浮施工的管內軌道式可移動配重方法 CN201810950183.1

教授課程

指導PRP與本科生畢業設計,主講研究生課程《Offshore Geotechinical Engineering》

榮譽獎勵

上海市科技進步三等獎

上海市土木工程科技進步獎二等獎