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邓永锋
2023-05-09 17:34
  • 邓永锋
  • 邓永锋 - 教授 博士生导师-东南大学-交通学院-个人资料

近期热点

资料介绍

个人简历


邓永锋,教授,博士生导师,东南大学交通学院地下工程系副主任
中国土木工程学会港口工程分会 理事
国际土力学与岩土工程学会 会员
国际工程地质学会 会员

东南大学交通学院地下工程系(岩土工程研究所)
江苏省南京市江宁区东南大学路2号,邮编:211189

教育背景
2002.3~2005.6 东南大学交通学院道路与铁道工程专业,工学博士学位
1999.9~2002.3 东南大学交通学院岩土工程专业,工学硕士学位
1995.9~1999.7 重庆交通大学 港口与海岸工程专业,工学学士学位

工作经历
(1)2005年6月至今:东南大学交通学院讲师(2005.6-2008.4)、副教授(2008.4-2014.4)、博士生导师(2012年)、教授(2014.4至今);
(2)2008年9月至2009年10月:受国家留学基金委资助在法国路桥大学Navier学院(CERMES, Ecole des Ponts Ponts, ParisTech, France)从事博士后研究(比利时Boom粘土作为核废料地质深埋宿体的工程特性)

承担课题与工程项目:
(1)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;
(2)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;
(3)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;
(4)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;
(5)江苏省人力资源和社会保障厅,地基加固工程中基于功能设计的高性能改性材料(“六大人才高峰”第十一批),2015-2017;
(6)教育部留学回国人员基金:孔隙水盐分对结构性粘土的物理力学性质影响及机理研究(2012-1707),2012-2013;
(7)北京城建设计发展集团股份有限公司:南京地铁“十三五”工程南京地区地铁基坑围护结构标准化设计研究,2018-2020;
(8)中交一公局第七公司:路基与地基轻质化关键技术及其在深厚软基中的应用研究,2018-2020;
(9)浙江明仲岩土工程技术有限公司:淤泥固化与ASE复合桩关键材料及加固机理研究,2016-2020;
(10)连云港港口控股集团:铁矿尾泥在徐圩港区一港池三期工程软基处理项目建设中再利用关键技术与现场应用,2019-2022.

人才需求
欢迎同学们报考研究生。
Prof./Ph.D Yongfeng DENG
Yongfeng DENG
Professor, Ph.D
School of Transportation
Southeast University
Nanjing 210096
P. R. China

Educations
2005Ph.D.Southeast University (Highway and Railway Engineering)
2002M.Eng.Southeast University (Geotechnical Engineering)
1999B.Eng.Chongqing Jiaotong University (Port and Channel Engineering)
Research Interests:
Soil Behaviours under Evolution of Geological Environment
Geotechnical Testing Method and Underground Structure
Ground Improvement and Soil Modification
Research Projects:
(1) Strength Generation Mechanism and Control Technique of Cement-Stabilized Soft Clay Based on Gradation and Cementation Effects, Natural Science Foundation of China (No. 51878159), 2019-2022
(2) Activity Excitation of Steel Slag-Metakaolin Composite Geopolymer and Macro/Micro Behavior of Stabilized Soft Clays, Natural Science Foundation of China (No. 41572280), 2016-2019;
(3) Pore Water Effect on Hydro-Mechanical Behavior of Natural Soft Clays under Desalination Condition, Natural Science Foundation of China (No.51378117), 2014-2017;
(4) High-Performance Modified Materials Bases on Function Design in Ground Improvement, ‘Six Talents Peak’ Project in Jiangsu Province, P.R.China, 2015-2017;
(5) Physical and Mechanical Properties of Structural Clay under Salinity Environment, Scientific Research Foundation for Returned Scholars, Ministry of Education of China (No. 2012-1707), 2012-2013;
(6) Theory and Evaluation on Mechanical Disturbance of Natural Structural Soft Clay, Natural Science Foundation of China (No. 50908049), 2010-2012
(7) Application and Evaluation of Ground Improvement Technology in Linhai Highway, Highway Department of Jiangsu Province, 2010-2013;
(8) ONDRAF/NIRAS: Laboratory Research on Geomechanical Properties of Essen Clay at Difference Depths Including Geochemical Impact on Its Geomechanical Properties, 2008-2009(Ecole des Ponts ParisTech, France)

研究领域


围绕“岩土材料:从科学认知到工程应用(GEOMATERIALS: From Scientific Cognition to Engineering Application)”这个主题,开展以下三个方向的研究:
(1)地质环境变迁过程中土体工程特性演化
(2)特殊土改性与地基处理
(3)土工测试技术与地下结构工程""

近期论文


(1)Deng Y.F., Tang A.M., Cui Y.J.* and Li X.L. 2011. Study on the Hydraulic Conductivity of Boom Clay. Canadian Geotechnical Journal, 48: 1461–1470.
(2)Chu C.F., Wu Z.L., Deng Y.F.*, Chen Y.G. and Wang Q. 2017. Applicability and Amendment of Burland Compressibility Theory for Sand-Clay Mixture. Canadian Geotechnical Journal. 56:926-932.
(3)Wu Z.L., Deng Y.F.*, Cui Y.J., and Chen Y.G. 2019. Secondary Consolidation Behavior of Artificial Sand-Clay Mixture. Soils and Foundations. 59:326-336.
(4)Deng Y.F., Liu L., Cui Y.J., Feng Q.*, Chen X.L., He N. 2019. Colloid effect on Clogging Mechanism of Hydraulic Reclamation Mud Improved by Vacuum Preloading. Canadian Geotechnical Journal. 56(6):611-620. [Editor’s Choice]
(5)Wu J., Liu Q.W., Deng Y.F. *, Chen Y.G., Feng Q., Yan C. 2019. Expansive Soil Modified by Waste Steel Slag and its Application in Subbase Layer of Highways, Soils and Foundations. 59:955-965.
(1)Deng Y.F., Tang A.M., Cui Y.J.* and Li X.L. 2011. Study on the Hydraulic Conductivity of Boom Clay. Canadian Geotechnical Journal, 48: 1461–1470.
(2)Chu C.F., Wu Z.L., Deng Y.F.*, Chen Y.G. and Wang Q. 2017. Applicability and Amendment of Burland Compressibility Theory for Sand-Clay Mixture. Canadian Geotechnical Journal. 56:926-932.
(3)Wu Z.L., Deng Y.F.*, Cui Y.J., and Chen Y.G. 2019. Secondary Consolidation Behavior of Artificial Sand-Clay Mixture. Soils and Foundations. 59:326-336.
(4)Deng Y.F., Liu L., Cui Y.J., Feng Q.*, Chen X.L., He N. 2019. Colloid effect on Clogging Mechanism of Hydraulic Reclamation Mud Improved by Vacuum Preloading. Canadian Geotechnical Journal. 56(6):611-620. [Editor’s Choice]
(5)Wu J., Liu Q.W., Deng Y.F. *, Chen Y.G., Feng Q., Yan C. 2019. Expansive Soil Modified by Waste Steel Slag and its Application in Subbase Layer of Highways, Soils and Foundations. 59:955-965.

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