周密
发布时间: 2019-05-08

  

联系方式

通信地址:广州市天河区五山路381号,华南理工大学 土木与交通学院

电话.:+8613925125606

邮箱:zhoumi@scut.edu.cn

招生专业(硕士)

岩土工程 建筑与土木工程

研究方向

桩基础; 近海工程;软土地基处理;垃圾填埋场稳定分析;土体特性,基坑开挖

教授课程

近海工程(全英);土木水利工程检测;有限元与工程软件应用;荷载设计原理

新能源技术

教育背景

2008.09~2012.06, 博士, 岩土工程, 河海大学, 南京, 中国

2010.10~2012.01, 联合培养博士, 土木环境与矿山工程学院, 西澳大学

2006.09~2008.06, 硕士, 水利水电工程, 河海大学,南京,中国

2002.09~2006.06, 本科, 水利水电工程, 三峡大学, 宜昌, 中国

工作经历

2016.09至今, 副教授,土木交通学院, 华南理工大学

2013.07~2016.6, 研究助理, 土木环境与矿山工程学院, 西澳大学

2012.07~2013.07, 研究助理, 离岸工程研究中心, 西澳大学

指导学生:已毕业博士1人(西澳大学);博士在读1人(西澳大学)

 

研究成果:

论文:

1. Zhou M, Hossain MS, Hu Y and Liu HL (2013). Behaviour of Ball Penetrometers in Uniform and Layered Clays, Geotechnique 63(8) 682-694 (SCI)

2. Zhou M,, Hossain, M., Hu, Y., and Liu HL,. (2016). Installation of Stiffened Caissons in Non-Homogeneous Clays. 142(2). Journal of geotechnical and Geoenviroment Engineering(SCI)

3. Zhou M, Hossain MS, Hu Y and Liu HL (2016). Scale Issues and Interpretation of Ball Penetration in Stratified Deposits in Centrifuge Testing, Journal of geotechnical and Geoenviroment Engineering. 142(5)(SCI)

4. Zhou M, Hanlong Liu, Yuming Cheng and Yuxia Hu (2015). First application of cast-in-place concrete large-diameter pipe (PCC) pile-reinforced railway foundation: a field study, Canadian Geotechnical Journal, (SCI)

5. Zhou, M., Liu, H., Hossain, M. S., Hu, Y., & Zhang, T. Numerical simulation of plug formation during casing installation of PCC piles. Canadian Geotechnical Journal, 2016, 53(7), 1-17.(SCI)

6. Ma H, Zhou M, Hu Y , Hossain MS (2016). Interpretation of Layer Boundaries and Shear Strengths for Soft-Stiff-Soft Clays Using CPT Data: LDFE Analyses, Journal of Geotechnical and GeoenviromentEngineering 142(1)1 (SCI)

7 Ma H, Zhou M, Hu Y, (2017). Interpretation of layer boundaries and shear strengths for stiff-soft-stiff clays using CPT: LDFE analyses [J]. International Journal of Geomechanics, (Accepted, SCI)

8 Zhao ZF, Zhou M (Corresponding author) , Hu Y, Hossain MS. (2017) Behavior of Soil Heave Inside of Stiffened Caissons Installing in Clay[J], Canadian Geotechnical Journal, (Accepted, SCI).

9 Ma H, Zhou M, Hu Y, (2017). Effects of Cone Tip Roughness and Soil In Situ Stress Ratio and Strength Non-Homogeneity on CPT Data Interpretation in Layered Clays [J]. International Journal of Geomechanics, (Accepted, SCI)

10. HuY., SaraceniP., CocksG., ZhouM., (2016) TMI Assement and climate zones in western AustraliaAustralian Geomechanics Journal, (EI)

11. Zhou M, Y. Hu and M. S, Numerical Investigation of Ball Penetrometer Performance in Dense Sand Overlying Uniform Clay, ISFOG 2015. (EI)

12. Zhou M, Hu Y.and M. S. Hossain, Large penetration FE analysis of stiffened caissons in multilayered soils, 14th ICIACMAG 2014. (EI)

13. Gao W, Zhou M, Yu Long and Hu Yuxia, Effect of a Thin Strong Middle Layer on Spudcan Penetration into Three-layer Uniform Soils by LDFE Analysis, ISOPE 2012 conference. (EI)

14. Ma, H., Zhou M, Hossain, M. S., & Hu, Y. Large Deformation FE Analysis of End-Bearing Piles Installing in Sand. 24th Int. Offshore (Ocean) and Polar Engineering Conference, Busan, Korea, 2014(EI)

15 Gao W., Zhou M., Yu L. and Hu Y., Effect of a Thin Strong Middle Layer on Spudcan Penetration into Three-layer Uniform Soils by LDFE Analysis, ISOPE 2012 (EI)

16 Ma, H., Zhou, M., Hossain, M. S., & Hu, Y. (2014).“Large Deformation FE Analyses OF Cone Penetration in Single Layer on-homogeneous and Three-layerSoft-stiff-soft Clays”, 33rd Int Conf. on Ocean, Offshore and Arctic Engineering (OMAE2014), San Francisco, California, U.S.

17 Hossain, M. S., Kim, Y., Zhou, M., Hu, Y., Won, J., Park, J. S., & Jun, M. J. (2015, July). Installation of Stiffened and Unstiffened Caissons in Clays: Case History, Centrifuge Test and Numerical Modelling. In The Twenty-fifth International Offshore and Polar Engineering Conference. International Society of Offshore and Polar Engineers.(EI)

专利:

1.周密,刘汉龙,丁选民,肖扬,一种路堤的沉降测量装置及测量方法,国家发明专利,专利号ZL2009 1 015326.5(已授权)

2.刘汉龙,丁选民,周密,一种PCC桩桩芯土上升的处理方法,国家发明专利,专利号ZL2009 1 0183523.3(已授权)

3.刘汉龙,丁选民,周密,一种路堤施工的沉降测试方法,国家发明专利,专利号ZL2009 1 0184791.7(已授权)