吴昇珅 - 中国农业大学 - 水利与土木工程学院

个人简介

吴昇珅，男，汉族，1988年9月生，四川巴中人，于2011年、2014年分获澳门大学土木工程专业学士和硕士学位，2019年获澳大利亚皇家墨尔本理工大学土木工程博士学位，2020年01月进入清华大学水利系土木工程专业博士后流动站工作。 2022年入选中国农业大学“优秀人才”，现任水利与土木工程学院土木工程系副教授。教育经历 2014.08.05-2019.05.17，哲学博士学位，澳大利亚皇家墨尔本理工大学，土木工程 2011.08.01-2014.07.01，工学硕士学位，澳门大学，土木工程 2007.08.01-2011.06.07，工学学士学位，澳门大学，土木工程工作经历 2022.04.11，中国农业大学水院 2020.01.13-2022.01.31，清华大学

研究领域

饱和/非饱和土本构模型及试验海洋岩土工程人工智能在岩土工程中的应用

近期论文

查看导师最新文章（温馨提示：请注意重名现象，建议点开原文通过作者单位确认）

Deviatoric Creep Effect of Unsaturated Soil during Shearing under Different Suctions and Stress Histories international journal of geomechanics SCI 2023 WU, S., ANNAN ZHOU,JIE LI., MANLIN, LIU China agricultural university 1 Real-time prediction of the mechanic behavior of suction caisson during installation process by using GA-BP neural network method Engineering applications of artificial intelligence SCI 2022.10 ShengshenWu，GaofengZhao， BishengWu 1 A material point-finite element (MPM-FEM) model for simulating three-dimensional soil-structure interactions with the hybrid contact method Computers and Geotechnics SCI 2022 Zhengda Lei，Bisheng Wu，shengshen wu，Chongyuan Zhang Rate-dependent behavior of a saturated reconstituted clay under different over-consolidation ratios and sample variance Acta geotechnica SCI 2021 WU, S., LOK, M. H., XU, Y., WU, BS. 1 An advanced constitutive model for drained and undrained unsaturated soil under different over-consolidation ratios European journal of civil and environmental engineering SCI 2021 WU, S., WANG WG., WU BS. 1 Influence of different strain rates on hydro-mechanical behavior of reconstituted unsaturated soil Acta geotechnica SCI 2020 WU, S., ZHOU, A., Shen, SL., KODIKARA, J. 1 Rate-dependent behavior of a saturated clay under various stress history and K0 conditions Acta geotechnica SCI 2019 WU, S., LOK, M. H., XU, Y. & WANG, D. 1 Hydromechanical behavior of over-consolidated unsaturated soil in undrained conditions Canadian Geotechnical Journal SCI 2018 WU, S., ZHOU, A. LI, J., KODIKARA, J 1 Including the degree of capillary saturation into constitutive modelling of unsaturated soils Computers and Geotechnics SCI 2018 ZHOU, A., WU, S., LI, J. & SHENG, D. 2 Determination of peak and Ultimate shear strength parameters of compacted clay Engineering Geology SCI 2018 XU, Y., WU, S., DAVID, W. & MEHDI, S. 2 One-dimensional consolidation with asymmetrical exponential drainage boundary Geomechanics and Engineering SCI 2014 MEI, G. X., LOK, M. H., XIA, J., & WU, S. A constitutive model for unsaturated soils using capillary effective stress and capillary degree of saturation as two constitutive variables Proc. of the 7th International Conference on Unsaturated Soils. conference paper 2018 ZHOU, A., WU, S. & LI, J. A constitutive model for unsaturated soils using a degree of capillary saturation and effective interparticle stress as constitutive variables GSIC 2018 conference paper 2018 ZHOU, A., WU, S. & LI, J. Undrained Behavior of Macau Marine Clay with Various Strain Rates and Different Stress Histories conference paper 2017 WU, S., LOK, M. H. & ZHOU, A. Variation of shear wave velocity of Macao marine clay during secondary consolidation Japanese Geotechnical Society Special Publication conference paper 2016 LOK, M. H., SHI, X., & WU, S.