吴昇珅

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。

主讲课程：

1、《高等土力学》

2、《工程材料A》

3、《土木工程实验》

4、《土木工程专业英语》

◆研究成果：

(1)WU, S., WU BS. (2022) 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

(2)WU, S., LOK, M. H., XU, Y., WU, BS. (2021) Rate-dependent behavior of a saturated reconstituted clay under different over-consolidation ratios and sample variance. Acta geotechnica

(3)WU, S.,ZHOU, A., Shen, SL., KODIKARA, J. (2020) Influence of different strain rates on hydro-mechanical behavior of reconstituted unsaturated soil. Acta geotechnica

(4)WU, S., LOK, M. H., XU, Y. & WANG, D. (2019) Rate-dependent behavior of a saturated clay under various stress history and K₀ conditions. Acta geotechnica. 

(5)WU, S., ZHOU, A. LI, J., KODIKARA, J. (2018). Hydromechanical behavior of over-consolidated unsaturated soil in undrained conditions. Canadian Geotechnical Journal. 

(6)WU, S., WANG WG., WU BS. (2021) An advanced constitutive model for drained and undrained unsaturated soil under different over-consolidation ratios. European journal of civil and environmental engineering 

(7)WU, S., ZHOU, A. LI, J., LIU ML. (2023). Deviatoric creep effect of unsaturated soil during shearing under different suctions and stress histories. International journal of geomechanics.

(1) WU, S., ZHOU, A.,LI, J., WU BS. (2024) Influence of overconsolidation ratio on hydromechanical behavior of unsaturated soil under various shearing rates. Canadian Geotechnical Journal. 

 

  主持项目：

1. Study on the hydro-mechanical behavior of overconsolidated soil based on microbial induced calcium carbonate precipitation (MICP)., Chinese Universities Scientific Fund (2023TC070), 2023, Host

2. Rock mechanics and underground energy are safe, efficient and sustainable, 042005003, 2018-08 to 2021-07, 3 million, attend

3. RMIT university, The Higher degree publication grant, 2018-2019, Host

4. ARC Linkage Project, LP160100649, Sustainable planting of trees in suburban environments on shrinkable clays, 2016-01 to 2019-12, 2 million, attend

5. ARC Discovery Early Career Researcher project, DE130101342, Coupled thermo-hydro-mechanical behaviour of unsaturated soils and its modelling, 2013-01 to 2015-12, 1.82 million, attend

6. University of Macau, MYRG066 (Y1-L2)-FST12-LMH, Study on the time-dependent stress-strain behavior of Macao marine clay, 2012-01 to 2014-6, 0.178 million, attend

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

本科生课程：近十年课程数据
研究生课程：近十年课程数据

论文题目	刊物名称	收录类别	发表年月	第一作者或全部作者	第一作者单位	排名
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.

软件著作 专利