李文涛，男，博士毕业于新西兰奥克兰大学土木工程专业，博士后就职于新加坡南洋理工大学，现为williamhill英国教授，主要从事固废资源化利用、特殊土体固化、环境岩土等专业方向的科研与教学工作。入选省级人才计划2项，主持国家重点研发计划项目子课题1项，主持省级科研项目3项，参与省部级科研项目6项。共发表SCI/中文EI收录论文60余篇；出版学术专著1本；授权国家发明专利9项；获省部级科技奖励2项；获中国土工合成材料工程协会奖励1项。担任《交通科学与工程》期刊青年编委；现为中国土木工程学会土力学及岩土工程分会青年工作委员会委员，中国土工合成材料工程协会青年工作委员会委员，湖北省地下工程学会理事，湖北省岩石力学与工程学会理事，国际土力学及岩土工程学会会员，湖北省公路学会会员。主要论文如下：

[1] Li, W., Yan, L., Cheng, Y., Xiao, H., & Wang, J. (2025). Comparison between direct and indirect MgO carbonation in stabilizing clayey soil: small-scale and large-scale carbonation tests in the laboratory. Acta Geotechnica, 1-17.

[2] W. Li, L. Zhou, H. Xiao, K. Yang, Q. Han, X. Li (2024). Effect of sulfate types on strength and swelling properties of sulfate-bearing soils stabilized with cement. Environmental Earth Sciences, 83(17), 516.

[3] W. Li, Z. Fu, H. Xiao, L. Xi, K. Yang (2025). Effect of sulphate type on the strength and swelling properties of lime-GGBS-stabilised sulphate-bearing soil. International Journal of Pavement Engineering, 26(1), 2464203.

[4] 孙周璟,闫利名,李文涛*,等. MgO间接碳化固化黏土的物理力学性能研究[J].岩土工程学报, 2025, 47(S1):164-169.

[5] 李文涛, 孙章皓, 庄妍, 肖衡林, 付志伟, 周鑫隆. (2024). 氧化镁复合水泥固化硫酸盐渍土的力学, 膨胀性能及微观机理. 岩土工程学报, 46(9), 1840-1848.

[6] W. Li, J. Qin, Y. Yi (2024). Strength and leaching behavior of CaO-and MgO-treated Cd-contaminated soils subjected to partial and full carbonation. Journal of CO2 Utilization, 88, 102953.

[7] Li L, Li S, Li W, et al. Mechanical properties of soil reinforced by fiber and alkaline-activated rice husk ash, and rainfall erosion model tests [J]. The Science of the total environment, 2024, 958178099.

[8] Li, W., Wang, J., Chen, Y., Li, R., & Xiao, H. (2023). Treating sulfate-bearing soil by using sodium silicate and NaOH-activated ground granulated blast-furnace slag. Acta Geotechnica, 1-10.

[9] W. Li, Y. Chen, R. Li, H. Xiao, L. Li, & J. Yang (2023). A new method for carbonating magnesia and its possible application to soil stabilization and CO2 capture. Construction and Building Materials, 383, 131263.

[10] Li, W., & Yi, Y. (2023). Stabilization/solidification of Mn-contaminated clay slurry by using CaO-GGBS: Effects of anions. Chemosphere, 139091.

[11] W. Li, Y. Yi, A.J. Puppala (2022). Effects of curing environment and period on performance of lime-GGBS-treated gypseous soil. Transportation Geotechnics, 100848.

[12] W. Li, J. Qin, Y. Yi (2022). Treating Pb-contaminated clay slurry by three curing agents. Chemosphere, 303: 135011.

[13] W. Li, J. Qin, Y. Yi (2021). Carbonating MgO for treatment of manganese- and cadmium-contaminated soils. Chemosphere, 263(2021): 1-7.

[14] W. Li, Y. Yi, A.J. Puppala (2020). Suppressing ettringite-induced swelling of gypseous soil by using magnesia-ground granulated blastfurnace slag. (ASCE) Journal of Geotechnical and Geoenvironmental Engineering, 146(7): 06020008.

[15] W. Li, Y. Yi, A.J. Puppala (2019). Utilization of carbide slag-activated ground granulated blastfurnace slag to treat gypseous soil. Soils and Foundations, 59(5), 1496-1507.

[16] W. Li, D.J. Wilson, T.J. Larkin, P.M. Black (2019). Factors determining the optimum moisture content (OMC) of greywacke aggregates from northern New Zealand. Transportation Geotechnics, 19, 35-43.

[17] W. Li, P. Ni, Y. Yi (2019). Comparison of reactive magnesia, quick lime, and ordinary Portland cement for stabilization/solidification of heavy metal-contaminated Soils. Science of the Total Environment, 671, 741-753.

[18] W. Li, Y. Yi (2019). Stabilization/solidification of lead- and zinc-contaminated soils using reactive magnesia and carbon dioxide. Journal of CO2 Utilization, 33, 215-221. (SCI)

[19] W. Li, D.J. Wilson, T.J. Larkin, P.M. Black (2017). An investigation into premium and marginal pavement aggregates from New Zealand. Quarterly Journal of Engineering Geology and Hydrogeology, 50, 438-443.

[20] W. Li, D.J. Wilson, T.J. Larkin, P.M. Black (2019). Laboratory evaluation of cement and lime treated marginal greywacke aggregate. (ASCE) Journal of Transportation Engineering, Part B: Pavements, 145(3), 04019027.