Personal Information
Professor Supervisor of Doctorate Candidates Supervisor of Master's Candidates
Academic Titles:岩土工程研究所所长
Paper Publications
- [1] 杨清雷.张金利,杨庆,唐小微,于永鲜,杨钢.Determination of Diffusion Coefficient and Analysis of Diffusion Factors of Cr（Ⅵ） Ion in Clay Soil[J],Transactions of Tianjin University,2022,17(01):51-56
- [2] Tian, Zhi-Feng.唐小微,修志龙,Xue, Zhi-Jia.Effect of different biological solutions on microbially induced carbonate precipitation and reinforcement of sand[J],MARINE GEORESOURCES GEOTECHNOLOGY,2022,38(4):450-460
- [3] Liu, Wenhua.杨庆,唐小微,杨钢.Effect of Drying and Wetting on the Shear Strength of a Low-Plasticity Clay With Different Initial Dry Densities[J],JOURNAL OF TESTING AND EVALUATION,2022,44(4):1802-1811
- [4] Pirhadi, Nima.唐小微,杨庆.Energy Evaluation of Triggering Soil Liquefaction Based on the Response Surface Method[J],Applied Sciences Basel,2022,9(4)
- [5] Ahmad, Mahmood.唐小微,裘江南,Ahmad, Feezan.Evaluating Seismic Soil Liquefaction Potential Using Bayesian Belief Network and C4.5 Decision Tree Approaches[J],Applied Sciences Basel,2022,9(20)
- [6] 唐小微.Li Ma,Shao Q..Experimental investigation on effect of bentonite content to the liquefaction potential in saturated sand[J],Electronic Journal of Geotechnical Engineering,2022,18 G:1409-1417
- [7] Ahmad, Mahmood.唐小微,裘江南,Ahmad, Feezan.Evaluation of liquefaction-induced lateral displacement using Bayesian belief networks[J],FRONTIERS OF STRUCTURAL AND CIVIL ENGINEERING,2022,15(1):80-98
- [8] 栾茂田.唐小微,杨庆.Experimental Investigation on Monotonic Shearing of Clay Under Different Orientation of Initial Principal Stress[J],Electronic Journal of Geotechnical Engineering,2022,13(3):1-15
- [9] 栾茂田.Nie, Y.,唐小微,刘本希,Li, J. Y.,Fu, J. B..Experimental investigation on multidirectional loading under different initial stress states in clay[A],International Young Scholars Symposium on Rock Mechanics,2022:133-137
- [10] 唐小微.栾茂田.Experimental Investigation on Ocean Engineering Structure Foundation under Complex Stress Loading[A],the Second International Forum on Advances in Structural Engineering,2022:80-86