（1）国家重点研发计划课题：高盐、强酸/碱场地原位固化稳定化/氧化修复技术（2019YFC1806004），2020-01至2023-12，课题负责人，经费469（国拨）+200（配套）万元；

（2）国家自然科学基金项目：基于级配和胶凝作用的水泥土强度形成机制与调控技术，（51878159），2019-2022，项目负责人；

（3）国家自然科学基金项目：入掺偏高岭土的钢渣活性激发机理与固化软粘土效能（41572280），2016-2019，项目负责人；

（4）国家自然科学基金项目：孔隙水盐分溶脱过程天然沉积软粘土工程性质演化及机理研究（51378117），2014-2017，项目负责人；（5）国家自然科学基金项目：天然沉积结构性软粘土力学扰动机理与评价方法(50908049)，2010~2012，项目负责人。

（1）专著：

l  钱国超，赵黾，陈功，邓永锋，陈加富，刘松玉，高速公路海相软土水泥搅拌桩加固技术，人民交通出版社，2008.

l  邓永锋，朱向阳，吴子龙，刘华山，李沛，江舜武，赣榆港区吹填土工程性质与加固实践，人民交通出版社，2019.

l  邓永锋，张彤炜，谈云志，盐分环境中人工黏土工程性质与宏微观行为，科学出版社，2021.

代表性论文（一作/通讯）：

（1）Deng Y.F., Tang A.M., Cui Y.J.*, NguyenX.P., Li X.L. and Wouters L. 2011. Laboratory Hydro- Mechanical Characterisationof Boom Clay at Essen and Mol. Physics andChemistry of the Earth. 36:1878–1890.

（2）Deng Y.F., Cui Y.J.*, Tang A.M., NguyenX.P., Li X.L. and Van Geet M. 2011. Investigating the Pore- water Chemistry Effectson the Volume Change Behaviour of Boom Clay. Physicsand Chemistry of the Earth. 36:1905-1912.

（3）Deng Y.F., Tang A.M., Cui Y.J.* and Li X.L. 2011. Study on the Hydraulic Conductivityof Boom Clay. Canadian Geotechnical Journal,48: 1461–1470.

（4）Deng Y.F., Cui Y.J.*, Tang A.M., Li X.L. and Sillen X. 2012. An Experimental Studyon the Secondary Deformation of Boom Clay. AppliedClay Science. 59-60:19-25.

（5）Zhang T.W., Yue X.B., Deng Y.F.*, Zhang D.W., Liu S.Y. 2014. Mechanicalbehaviour and Micro-structure of Cement-stabilised Marine Clay with aMetakaolin Agent. Construction and Building Materials.73:51–57.

（6）Deng Y.F.*, YueX.B., Cui Y.J., Shao G.H., Liu S.Y., Zhang D.W. 2014. Effect of Pore WaterChemistry on the Hydro-Mechanical Behaviour of Lianyungang Soft Marine Clay.Applied Clay Science. 95:167–175.

（7）Deng Y.F.*, YueX.B., Liu S.Y., Chen Y.G. and Zhang D.W. 2015. Hydraulic Conductivity ofCement-stabilized Marine Clay with Metakaolin and Its Correlation with Pore SizeDistribution. Engineering Geology. 193:46–152.

（8）Wu Z.L., Deng Y.F.*, Liu S.Y., Liu Q.W., ChenY.G. and Zha F.S. 2016. Strength and Micro-Structure Evolution of Compacted SoilsModified by Admixtures of Cement and Metakaolin. AppliedClay Science, 127-128: 44-51.

（9）Chu C.F.,Wu Z.L., Deng Y.F.*, Chen Y.G. and WangQ. 2017. Applicability and Amendment of Burland Compressibility Theory for Sand-ClayMixture. Canadian Geotechnical Journal.56:926-932.

（10）Deng Y.F.*, Wu Z.L., Cui Y.J. and Liu S.Y. and Wang Q. 2017. Sand Fraction Effect on theHydro-Mechanical Behavior of Sand-Clay Mixture. AppliedClay Science, 135:355–361.

（11）Deng Y.F.*, Zhang T.W., Cui Y.J., Chen Y.G., DengT.T. and Zhou X.R. 2018. Pore Water Salinity Effect on Intrinsic CompressionBehavior of Artificial Soft Soils. Applied Clay Science,166:299-306.

（12）Wu Z.L., Deng Y.F.*, Cui Y.J., Zhou A.N., Feng Q., Xue H.C. 2019. Re-investigationon Secondary Consolidation Behavior of Reconstituted Soft Clays, International Journal of Geomechanics, 19(3):04018198.

（13）Zhang T.W.*, Deng Y.F.*, LanH.X., Zhang F.Y., Zhang H.Y., Wang C., Tan Y., Yu R.G. 2019. ExperimentalInvestigation of the Compactability and Cracking Behavior ofPolyacrylamide-Treated Saline Soil in Gansu Province, China, Polymers, 11: 90.

（14）Deng Y.F.*, Liu Q.W., Cui Y.J., Wang Q. and Liu S.Y. 2019. Revisiting Relationshipsamong Specific Surface Area, Soil Consistency Limits, and Group Index of Clays.Journal of Testing and Evaluation,49(2): 20170257.

（15）Wu Z.L., Deng Y.F.*, Cui Y.J.,and Chen Y.G. 2019. Investigations on secondary compression behaviours ofartificial soft sand-clay mixtures. Soils andFoundations.59(2):326-336.

（16）Deng Y.F., Liu L.,Cui Y.J., Feng Q.*, Chen X.L., He N.2019. Colloid effect on Clogging Mechanism of Hydraulic Reclamation MudImproved by Vacuum Preloading. Canadian GeotechnicalJournal. 56(6):611-620.

（17）Wu J., Deng Y.F.*, Zheng X.P., Cui Y.J., Chen Y.G., Zha F.S. 2019.Hydraulic Conductivity of Foamed Cement-stabilized marine Clay and itsMicrostrcture, Construction and Building Materials.222:688-698.

（18）Liu L., Deng Y.F.*, Zhou A.N., Cui Y.J., Zha F.S.2019. Unified Strength Behavior of Slag/Cement-basedStabilized Soft Clays, Construction andBuilding Materials. 211:909-918.

（19）Wu J., Liu Q.W., Deng Y.F. *, ChenY.G., Feng Q., Yan C. 2019. Expansive Soil Modified using Waste Steel Slag andits Recycling in Subbase Layer of Highways, Soils andFoundations. 59(4):955-965.

（20）Zhang T.W., Deng Y.F.*, Cui Y.J., Zhang F.Y., Lan H.X. 2019. Experimentalinvestigation and mechanism of water salinity and clay mineralogy ondesiccation crack behavior of soils, Engineering Geology.251:11-23.

（21）Deng Y.F., ZhouA.N., Yu X.B., Chen Y.G., Zhang D.W. 2019. Geomaterials in GeotechnicalEngineering, Advances in Civil Engineering.2019:8614305.

（22）Wu Z.L., Deng Y.F.*, Cui Y.J., Chu C.F., Feng Q. 2020. Geologicalinvestigation of the settlement behaviour of two highways in Lianyungang region,Engineering Geology, 272:105648.

（23）Deng Y.F.*, Wu J., Tan Y.Z., Cui Y.J., TangC.S., Zhou A.N. 2020. Effects of microorganism within organic matter on themechanical behavior of solidified municipal dredged mud, Canadian Geotechnical Journal. 57: 1832–1843.

（24）Wu J.,Xuan Y.J., Deng Y.F.*, Li X.Q., Zha F.S., Zhou A.N. 2021. Combinedvacuum and surcharge preloading method to improve Lianyungang soft marine clayfor embankment widening project: A Case, Geotextilesand Geomembranes, 49:452–465.

（25）Wu J., Liu L., Deng Y.F.*, Zhang G.P., Zhou A.N., Wang Q. 2021.Distinguishing the Effects of Cementation versus Density on the MechanicalBehavior of Cement-Based Stabilized Clays, Constructionand Building Materials, 271:121571.

（26）Deng Y.F.*, Xu C.C.,Marsheal F., Geng X.Y., Chen Y.G., Sun H.L. 2021. Constituent Effect on Mechanical Performance of Crushed Demolished ConstructionWaste/Silt Mixture, Construction and Building Materials.294:123567.

（27）Deng Y.F.*, Xue H.C., Wu Y.X., Zhang T.W., WuZ.L., Chu C.F. 2021. Effects of Porewater Salinity on Soil Identification usingIn-Situ Cone Penetration Test , Engineering Geology, 292:106252.

（28）Xu M., Liu L., Deng Y.F.*, ZhouA.N., Gu S.T. 2021. Sand inclusion on Unconfined Compressive Strength ofCement-based Stabilized Artificial Soft Clay, Soilsand Foundations, 61:132-1141.

（29）Feng Q., Li J.D., Shao G.H., DengY.F.*, Chu C.F., Zha F.S. 2021. Filling Material Effect on of Rock CrackRepairment by Microbe-induced Calcium Precipitation. ArabianJournal of Geoscience, 14:1403.

（30）Wu Z.L., Deng Y.F.*, CuiY.J., Chen Y.G., Gao Y.F., Zha F.S. 2020. Pore-water salinity leaching processeffect on the compression/swelling behaviour of Lianyungang marine soft clay, Bulletin of Engineering Geology and the Environment,online.

（31）Deng T.T., Deng Y.F.*, Yue X.B., Cui Y.J. 2019. Deterioration behaviour ofCement-stabilized Marine Clay with Metakaolin Agent under Working Environment. EnvironmentalGeotechnics, Online.