李克非
姓名:李克非
职称:教授
通信地址:北京市海淀区清华大学土木工程系
邮编:100084
电话:010-6278 1408
传真:010-6278 1408
Email: likefei@tsinghua.edu.cn
教育背景
1989.9 - 1993.6 同济大学 桥梁工程专业 工学学士
1993.9 - 1996.3 同济大学 桥梁工程专业 工学硕士
1996.9 - 2000.9 同济大学 桥梁工程专业 工学博士
1999.9 - 2002.9 法国桥路工程师学院 材料与结构专业 科学博士
工作履历
1998.9 - 1999.6 法国桥路中心研究院 访问学者  
2002.10 - 2004.9 法国OXAND土木工程咨询公司 研发工程师
2004.10 - 今 清华大学土木工程系 副教授,博士生导师(2006),教授(2012)
研究领域
孔隙材料物理与力学过程,材料与结构耐久性,全寿命理论与应用
科研项目
[1] 国家自然科学基金重点项目, 大气与冻融环境中混凝土结构耐久性及其对策的基础研究,2006.1-2009.12
[2] 国家自然科学基金项目,水泥基材料开裂界面流体传输与物质交换, 2007.1-2009.12
[3] 交通部西部科技项目,混凝土桥梁耐久性指标体系、检测方法与评价标准的研究, 2006.12-2010.9
[4] 交通部西部科技项目,混凝土桥梁合理耐用结构构造的研究, 2006.12-2010.9
[5] 港珠澳大桥指挥部委托项目,港珠澳大桥工程耐久性设计与评估, 2009.1-10
[6] 交通部西部科技项目,港口工程结构全寿命周期设计理论方法研究, 2008.6-2010.6
[7] 科技部973课题专题,水泥基材料孔隙结构与传输机制, 2009.1-2013.12
[8] 国家自然科学基金项目,核素在非饱和工程屏障材料中传输过程研究, 2010.1-2012.12
[9] 科技部“十一五”支撑项目,跨海集群工程混凝土结构120年使用寿命保障关键技术, 2010.7-2015.6
学术兼职
[1] Advances in Cement Research 编委 (2011-)
[2] Cement and Concrete Research 编委 (2015-)
[3] Materials and Structures 副主编 (2016-)
[4] RILEM TAC member, TC Cluster Convener (2011-)
[5] JCSS Board member (2014-)
[6] IABSE 中国团组副理事 (2011-)
[7] 土木工程学会高强高性能混凝土学会会员,(2010-)
奖励与荣誉
2011年 国家科技进步二等奖 排名第五
2012年 中交股份科技进步特等奖 排名第三
学术成果
[1] Li, K.F., Durability Design of Concrete Structure: Phenomena, Modelling and Practice, Wiley, 2016.
[2] GB/T 50476, 混凝土结构耐久性设计规范, 2016修订,主编
[3] Wang, Z.D., Zeng, Q., Wang, L., Li, K.F., Xu, S.L., Yao, Y. (2015). Characterizing frost damages of concrete with flatbed scanner, Construction and Building Materials, 102:872-883.
[4] Yang, R.W., Gui, Q., Fen-Chong, T., Li, K.F. (2015) Micromechanical Modeling of Transport Properties of Cement-Based Composites: Role of Interfacial Transition Zone and Air Voids, Transport in Porous Media, 110(3):591-611.
[5] Li, K.F., Li, Q.W., Zhou, X.G., Fan, Z.H. (2015) Durability Design of the Hong Kong-Zhuhai-Macau Sea-Link Project: Principle and Procedure, Journal of Bridge Engineering-ASCE, 20(11): 04015001
[6] Zeng, Q., Zhang, D.D., Li, K.F. (2015) Kinetics and Equilibrium Isotherms of Water Vapor Adsorption/Desorption in Cement-Based Porous Materials, Transport in Porous Media, 109(2):469-493.
[7] Li, L., Li, K.F. (2015) Permeability of Microcracked Solids with Random Crack Networks: Role of Connectivity and Opening Aperture, Transport in Porous Media, 109(1):217-237.
[8] Li, L., Li, K.F. (2015) Permeability of cracked porous solids through percolation approach, Acta Physica Sinica, 64(13):136402
[9] Zeng, Q., Li, K.F. (2015) Reaction and microstructure of cement-fly-ash system, Materials and Structures, 48(6):1703-1716.
[10] Zhou, C.S., Li, K.F. (2015) Transport Properties of Concrete Altered by Crack-Induced Damage, Journal of Materials in Civil Engineering-ASCE, 27(2): A4014001
[11] Zhou, X.G., Xia, H., Li, K.F. (2015) Regression analysis for determination of durability parameter values of marine concrete, Magazine of Concrete Research 67(18): 1400302
[12] Li, Q.W., Li, K.F., Zhou, X.G., Zhang, Q.M., Fan, Z.H. (2015) Model-based durability design of concrete structures in Hong Kong-Zhuhai-Macau sea link project, Strcutural Safety 53:1-12.
[13] Zeng, Q., Li, K.F., Fen-Chong, T. (2015) Heterogeneous nucleation of ice from supercooled NaCl solution confined in porous cement paste, Journal of Crystal Growth 409:1-9.
[14] Li, K.F., Pang, X.Y. (2014) Sorption of radionuclides by cement-based barrier materials, Cement and Concrete Research 65:52-57.
[15] Zeng, Q., Zhang, D.D., Sun, H., Li, K.F. (2014) Characterizing pore structure of cement blend pastes using water vapor sorption analysis, Materials Characterization 95:72-84.
[16] Zhou, C.S., Li, K.F., Ma, F. (2014) Numerical and statistical analysis of elastic modulus of concrete as a three-phase heterogeneous composite, Computers & Structures 139:33-42.
[17] Zeng, Q., Wang, Y.Y., Li, K.F. (2014) Uniform Model for Moisture Transport in Porous Materials and Its Application to Concrete at Selected Chinese Regions, Journal of Materials in Civil Engineering-ASCE, 26(6): 05014001
[18] Zeng, Q., Li, L., Pang, X.Y., Gui, Q., Li, K.F. (2014) Freeze-thaw behavior of air entrained cement paste saturated with 10 wt.% NaCl solution, Cold Regions Science and Technology 102:21-31.
[19] Wang, Z.D., Zeng, Q., Wang, L., Yao, Y., Li, K.F. (2014) Effect of moisture content on freeze-thaw behavior of cement paste by electrical resistance measurements, Journal of Materials Science, 49(12):4305-4314.
[20] Zeng, Q., Fen-Chong, T., Li, K.F. (2014) Freezing behavior of cement pastes saturated with NaCl solution, Construction and Building Materials 59:99-110.
[21] Wang, Z.D., Zeng, Q., Wang, L., Yao, Y., Li, K.F. (2014) Corrosion of rebar in concrete under cyclic freeze-thaw and Chloride salt action, Construction and Building Materials 53:40-47.
[22] Li, K.F., Zeng, Q., Luo, M.Y., Pang, X.Y. (2014) Effect of self-desiccation on the pore structure of paste and mortar incorporating 70% GGBS, Construction and Building Materials 51:329-337.
[23] Zeng, Q., Fen-Chong, T., Li, K.F. (2013) Elastic behavior of saturated porous materials under undrained freezing, Acta Mechanica Sinica 29(6): 827-835.
[24] Zhou, X.G., Li, K.F., Chen, Z.Y. (2013) Modeling Boundary and Edge Effect of Chloride Diffusion for Durability Design of Concrete Structures Exposed in Marine Environment, Journal of Wu’han University of Technology- Materials Science Edition, 28(6):1112-1117.
[25] Zeng, Q., Luo, M.Y., Pang, X.Y., Li, L., Li, K.F. (2013) Surface fractal dimension: An indicator to characterize the microstructure of cement-based porous materials, Applied Surface Science 282:302-307.
[26] Wang, Z.D., Zeng, Q., Wang, L., Yao, Y., Li, K.F. (2013) Characterizing blended cement pastes under cyclic freeze-thaw actions by electrical resistivity, Construction and Building Materials 44:477-486.
[27] Li, K.F., Li, C.Q. (2013) Modeling Hydroionic Transport in Cement-Based Porous Materials Under Drying-Wetting Actions, Journal of Applied Mechanics – Transactions of the ASME, 80(2): 020904.
[28] Zeng, Q., Li, K.F., Fen-Chong, T., Dangla, P. (2013). Water Removal by Freeze-Drying of Hardened Cement Paste, Drying Technology, 36(1): 67-71.
[29] Yang, L.H., Li, K.F., Pang, X.Y. (2013). Design and optimization of maintenance strategies for a long life-span port project, Materials and Structures, 46(1-2):161-172.
[30] Zhou, C.S., Li K.F., Pang, X.Y. (2012). Geometry of crack network and its impact on transport properties of concrete , Cement and Concrete Research, 42(9):1261-1272.
[31] Zeng, Q., Li, K.F., Fen-chong, T., Dangla, P. (2012). Pore structure characterization of cement pastes blended with high-volume fly-ash, Cement and Concrete Research, 42(1):194-204.
[32] Zeng, Q., Li, K.F., Fen-chong, T., Dangla, P. (2012). Determination of cement hydration and pozzolanic reaction extents for fly-ash cement pastes, Construction and Building Materials, 27(1): 560-569.
[33] Zeng, Q., Li, K.F., Fen-chong, T., Dangla, P. (2012). Effect of porosity on thermal expansion coefficient of cement pastes and mortars, Construction and Building Materials, 28(1):468-475.
[34] Zhou, C.S., Li, K.F., Han, J.G. (2012). Characterizing the effect of compressive damage on transport properties of cracked concretes, Materials and Structures, 45(3):381-392.
[35] Zeng, Q., Li, K.F., Fen-Chong, T., Dangla, P. (2012). Analysis of pore structure, contact angle and pore entrapment of blended cement pastes from mercury porosimetry data, Cement and Concrete Composites, 34(9):1053-1060.
[36] Li, K.F., Ma, M.J., Wang, X.M. (2011). Experimental study of water flow behaviour in narrow fractures of cementitious materials , Cement and Concrete Composites, 33(10):1009-1013.
[37] Zhou C.S., Li K.F., Pang X.Y.(2011). Effect of crack density and connectivity on the permeability of microcracked solids, Mechanics of Materials, 43(12):969-978.
[38] Zeng, Q., Fen-Chong, T., Dangla, P., Li, K.F. (2011). A study of freezing behavior of cementitious materials by poromechanical approach, International Journal of Solids and Structures, 48(22-23):3267-3273.
[39] Zhou, C.S., Li, K.F. (2010). Numerical and statistical analysis of permeability of concrete as a randomheterogeneous composite, Computers and Concrete, 7(5):469-482.
[40] Zeng, Q., Li, K.F., Fen-Chong, T., Dangla, P.(2010). Surface fractal analysis of pore structure of high-volume fly-ash cement pastes, Applied Surface Science, 257(3):762-768.
[41] Li, K.F., Ju, Y.W., Han, J.G., Zhou, C.S. (2009), Early-age stress analysis of a concrete diaphragm wall through tensile creep modeling, Materials and Structures, 42(7):923-935.
[42] Li, K.F., Zeng, Q. (2009), Influence of freezing rate on the cryo-dammage of cementitious materials, Journal of Zhejiang Universtity SCIENCE A, 10(1):1-5.
[43] Li, K.F., Li, C.Q., Chen, Z.Y. (2009) Influential depth of moisture transport in concrete subject to drying-wetting cycles, Cement and Concrete Composites, 31(10):693-698.
[44] Li, K.F., Chen, Z.Y., Lian, H.Z. (2008), Concepts and requirements for durability design of concrete structures: An extensive review of CCES01, Materials and Structures, 41:717-731.
[45] Li, K., Coussy, O. (2004). Numerical assessment and prediction method for the chemico-mechanical deterioration of ASR-affected structures, Canadian Journal of Civil Engineering, 31(3), 432-439(doi:10.1139/L04-003)
[46] Steffens, A., Li, K.F., Coussy, O. (2003). An aging approach to water effect on ASR degradation of structures, Journal of Engineering Mechanics, ASCE, 129(1):50-59.
[47] Li, K.F., Coussy, O. (2002). Concrete ASR degradation: from material modeling to structure assessment, Concrete Science and Engineering, 4, 35-46.
[48] Ulm, F.J., Coussy, O., Li, K.F., Larive, C. (2000). Thermo-chemo-Mechanics of ASR-expansion in concrete structures, J. Engrg. Mech., ASCE, 126(3), 233-242.