Kim, Sung-Hee 照片

Kim, Sung-Hee

职称未知

所属大学: The University of Georgia

所属学院: School of Chemical, Materials, and Biomedical Engineering

邮箱:
kims@uga.edu

个人主页:
http://engineering.uga.edu/people/profile/sung-hee-sonny-kim

个人简介

Ph.D., Transportation Geotechnics and Materials, Texas A&M University, 2004 M.S., Geosystems Engineering, Georgia Institute of Technology, 2000 B.S., Civil Engineering, Inha University, South Korea, 1999

研究领域

Sustainable Infrastructure and Materials Transportation Geotechnics/Geomechanics/Geomaterials Construction Materials Mechanistic Empirical Pavement Design

近期论文

Johnson, C., Chorzepa, M., Durham, S., Kim, S. (2017), “Forensic Investigation of Pavement: Survey of State Practices and Techniques”, Journal of Performance of Constructed Facilities, ASCE (Accepted) Norouzi, A., Kim, Y. R., Kim, S., Yang, J. (2017), “Effect of Reclaimed Asphalt Pavement (RAP) Content and Binder Grade on Fatigue Resisting Performance of Asphalt Mixtures in Georgia”, Journal of Materials in Civil Engineering, ASCE (doi: 10.1061/(ASCE)MT.1943-5533.0001960) Yaghoobi, A., Chorzepa, M., Kim, S., Durham, S. (2017), “Mesoscale Fracture Analysis of Multiphase Cementitious Composites Using Peridynamics”, Materials, MDPI AG, Materials 2017, 10(2), 162; doi:10.3390/ma10020162 Yang, J., Zuo, B., Kim, S. (2016), ” Understanding the Factors Underlying Variation in Detecting Errors of Video and Thermal Imaging Cameras“, Transportation Research Record: Journal of the Transportation Research Board, No. 2557, DOI: 10.3141/2557-06. Kim, S., McFall, K., Kwon, J., Yang, J., Jeong, J. (2016), “Use of Linear Viscoelastic Theory to Predict Resilient Behavior of Unbound Granular Material“, KSCE Journal of Civil Engineering, Springer, Volume 20, Issue 5, pp 1806-1812, July 2016, doi:10.1007/s12205-015-0129-2. Kwon, J., Kim., S., Tutumluer, E., Wayne, M. (2015), “Characterization of Unbound Aggregate Materials Considering Physical and Morphological Properties”, International Journal of Pavement Engineering, Taylor & Francis, July 2015, DOI: 10.1080/10298436.2015.1065997. Park, J., Kim, S., Jeong., J. (2015), “Environmental Load in Design of Airport Concrete Pavements”, Institution of Civil Engineers-Transport, Vol. 168, Issue 2, pp. 139-149, February 2015, DOI: 10.1680/tran.13.00007 Kim, S., Yang, J., Kwon, J. (2015), “Effects of Using Screening Materials in the Graded Aggregate Base Layer of Flexible Pavements”, International Journal of Pavement Engineering, Taylor & Francis, DOI: 10.1080/10298436.2015.1036868. Kim, S., Yang, J., Nam, B., Jeong, J. (2015), “Effect of Materials and Age on the Coefficient of Thermal Expansion of Concrete Paving Mixture”, Road Materials and Pavement Design, Road Material and Pavement Design, Vol. 16, Issue 2, Taylor & Francis, DOI:10.1080/14680629.2015.1020844 Park, J., Sohn, D., Lee, J., Kim, S., Jeong, J. (2015), “Influence of Box Culvert on Behavior of Concrete Pavements”, ASCE Journal of Performance of Constructed Facilities, Vol. 29, Issue 2, April 2015, 10.1061/(ASCE)CF.1943-5509.0000518. Yang, J., Kim, S. (2015), “Investigating the Performance of As-Build and Overlaid Pavements – A Competing Risks Approach”, International Journal of Pavement Engineering, Vol. 16, Issue 3, pp. 191-197, DOI:10.1080/10298436.2014.937808. Yang, J., Kim, S. (2014), “Factorial Effects of Mix Variables on the Coefficient of Thermal Expansion of Concrete Mixtures”, Road Materials and Pavement Design, Vol. 15, Issue 4, pp 942-952, DOI:10.1080/14680629.2014.920272. Kim, S., Yang, J., Jeong, J. (2014), “Prediction of Subgrade Resilient Modulus Using Artificial Neural Network”, KSCE Journal of Civil Engineering, Volume 18, No. 5, pp 1372-1379, DOI:10.1007/s12205 -014-0316-6. Lim, J., Kim, S., and Jeong, J. (2014), “Testing and Analysis of Viscoelastic Characteristics of Solidifying Concrete Pavement Slabs”, Journal of Civil Engineering, KSCE, Vol. 18, No. 4, pp. 1063-1071. Kim, S., Park, J., Jeong, J. (2014), “Effect of Temperature-Induced Load on Airport Concrete Pavement Behavior”, Journal of Civil Engineering, KSCE, Vol. 18, No. 1, pp. 182-187. Jeong, J., Park, J., Lim, J., Kim, S. (2014), “Testing and Modeling of Friction Characteristics between Concrete Slab and Subbase Layers”, Road Materials and Pavement Design, Taylor & Francis, Volume 15, No. 1, pp. 114-130, DOI: 10.1080/14680629.2013.863161. Kim, S. (2011), “Flexible Pavement Analysis Considering Temperature Profile and Anisotropy Behavior in Hot Mix Asphalt Layer “, Open Journal of Civil Engineering, Scientific Research, pp7-12. Kim, S. (2009), “Influence of Anisotropic Behavior of Aggregate Base on Flexible Pavement Design Life”, Korean Society of Road Engineers, Vol 11, No 1, pp 187-194. Kim, S. (2009), “Analysis of Aggregate Base Behavior using Layered Elastic and Finite Element Methods” Korean Society of Road Engineers, Vol 11, No 1, pp 195-201. Kim, S. (2009), “Performance of Constructed Facilities: Pavement Structural Evaluation of William P. Hobby Airport in Houston, Korean Society of Road Engineers,Texas”, Vol. 9, No. 1, pp. 21-24. Kim, S., Tutumluer, E., Little, D. (2007), “Effect of Gradation on Nonlinear Stress-Dependent Behavior of a Sandy Flexible Pavement Subgrade” Journal of Transportation Engineering, American Society of Civil Engineering, Vol. 133, No. 10, pp.582-589. Kim, S. (2007), “Micromechanics Analysis of Granular Soils to Estimate Inherent Anisotropy” Journal of Highway Engineering, Korean Society of Civil Engineers, Vol. 11, No. 3. May 2007, pp.145-149. Kim, S. (2006), “Development of Performance Prediction Models in Flexible Pavement Using Regression Analysis Method “, Journal of Civil Engineering, Korean Society of Civil Engineers, Vol. 10, No. 2. Kim, S., Little, D., and Masad, E. (2005), “Simple Methods to Estimate Inherent and Stress-Induced Anisotropic Level of Aggregate Base” Transportation Research Record 1913, TRB, National Research Board, National Research Council,Washington D.C, pp. 24-31. Kim, S., Little, D., Masad, E., and Lytton, R.L. (2005), “Estimation of Level of Anisotropy of Unbound Granular Layer Considering Aggregate Physical Properties.” International Journal of Pavement Engineering, Volume 6, Number 4, pp 217-227.