Dr. Y. Richard Kim

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Book Editorship

  • I am currently editing an ASCE book entitled "Modeling of Asphalt Concrete" as a sole editor. I was asked by the ASCE Press to assume this responsibility based on my publications in the ASCE journals. This book will have seven chapters, and each chapter will be composed of two to three papers written by national and international experts in the subject areas.

Journal Papers and Book Chapters

  1. Kim, Y.R., C. Baek, B.S. Underwood, V. Subramanian, M.N. Guddati, and K. Lee, “Application of Viscoelastic Continuum Damage Model Based Finite Element Analysis to Predict the Fatigue Performance of Asphalt Pavements,” KSCE Journal of Civil Engineering, Volume 12, Number 2, March 2008, pp. 109-120.
  2. Lacroix, A., Y.R. Kim, and S.R. Ranjithan, “Backcalculation of the Dynamic Modulus from the Resilient Modulus of Asphalt Concrete Using an Artificial Neural Network,” In Press, Journal of Transportation Research Board, National Research Council, Washington, D.C., 2007.
  3. Lee, J.S. and Y.R. Kim, “Understanding the Effects of Aggregate and Emulsion Application Rates on the Performance of Asphalt Surface Treatments,” In Press, Journal of Transportation Research Board, National Research Council, Washington, D.C., 2007.
  4. Muthadi, N.R. and Y.R. Kim, “Local Calibration of the MEPDG for Flexible Pavement Design,” In Press, Journal of Transportation Research Board, National Research Council, Washington, D.C., 2007.
  5. Mun, S., G. Chehab, and Y.R. Kim, “Determination of Time-domain Viscoelastic Functions Using Optimized Interconversion Techniques,” Road Materials and Pavement Design, Lavoisier, Vol. 8/No. 2, 2007, pp. 351-365.
  6. Underwood, B.S. and Y.R. Kim, “Determination of the Appropriate Representative Elastic Modulus for Asphalt Concrete,” In Press, International Journal of Pavement Engineering, 2007.
  7. LaCroix, A., Mosavi Khandan, and Y.R. Kim, “Predicting the Resilient Modulus of Asphalt Concrete from the Dynamic Modulus,” In Press, Journal of Transportation Research Board, National Research Council, Washington, D.C., 2007.
  8. Kim, Y., H.J. Lee, D.N. Little, and Y.R. Kim, “A Simple and Reliable Testing Method to Evaluate Fatigue Fracture and Damage Performance of Asphalt Mixtures,” In Press, Journal of Association of Asphalt Paving Technologists, 2006.
  9. Chehab, G.R., Y. Seo, and Y.R. Kim, “Viscoelastoplastic Damage Characterization of Asphalt-Aggregate Mixtures Using Digital Image Correlation,” International Journal of Geomechanics, ASCE, Volume 7, No. 2, March/April 2007, pp. 111-118.
  10. Seo, Y., O. El-Haggan, M. King, S.J. Lee, and Y.R. Kim, “Air Void Models for the Dynamic Modulus, Fatigue Cracking, and Rutting of Asphalt Concrete,” In Press, Journal of Materials in Civil Engineering, ASCE, 2006.
  11. Kweon, G. and Y.R. Kim, “Determination of the Complex Modulus of Asphalt Concrete Using the Impact Resonance Test,” Journal of Transportation Research Board, No. 1970, National Research Council, Washington, D.C., 2006, pp. 151-160.
  12. Seo, Y., Y.R. Kim, and Z. Zhang, “Laboratory Evaluation of CCM Parameters for Mode-I Cracks in HMAs,” KSCE Journal of Civil Engineering, Vol. 10, No. 3, Korean Society of Civil Engineers, May 2006, pp. 201-206.
  13. Mun, S., M.N. Guddati, and Y.R. Kim, “Viscoelastic Continuum Damage Finite Element Modeling of Asphalt Pavements for Fatigue Cracking Evaluation,” KSCE Journal of Civil Engineering, Vol. 10, No. 2, Korean Society of Civil Engineers, March 2006, pp. 97-104.
  14. Underwood, B.S., Y.R. Kim, and M.N. Guddati, “Characterization and Performance Prediction of ALF Mixtures Using a Viscoelastoplastic Continuum Damage Model,” Journal of Association of Asphalt Paving Technologists, Vol. 75, 2006, pp. 577-636.
  15. Lee, J., Y.R. Kim, and E.O. McGraw, “Performance Evaluation of Bituminous Surface Treatment Using the Third-Scale Model Mobile Loading Simulator,” Journal of Transportation Research Board, No. 1958, National Research Council, Washington, D.C., 2006, pp. 59-70 .
  16. Lee, S.J., Y. Seo, and Y.R. Kim, “Validation of Material-Level Performance Models: Using the Third-Scale Model Mobile Loading Simulator,” Journal of Transportation Research Board, No. 1949, National Research Council, Washington, D.C , 2006, pp. 75-82.
  17. Lee, S.J., Y. Seo, and Y.R. Kim, “Performance Prediction of Asphalt Pavements Loaded by MMLS3 Using Material-Level Laboratory Test Methods and Performance Models,” Proceedings of the 10th International Conference of Asphalt Pavements, 2006.
  18. Lee, S.J., Y. Seo, and Y.R. Kim, “Experimental Validation of Laboratory Performance Models Using the Third Scale Accelerated Pavement Testing,” KSCE Journal of Civil Engineering , Vol. 10, No. 1, Korean Society of Civil Engineers, January 2006, pp. 9-14.
  19. Underwood, B.S., Y.R. Kim, and G.R. Chehab, “A Viscoelastoplastic Continuum Damage Model of Asphalt Concrete in Tension,” Proceedings of the 10th International Conference of Asphalt Pavements, 2006.
  20. Underwood, B.S., A.H. Heidari, M.N. Guddati, and Y.R. Kim, “Experimental Investigation of Anisotropy in Asphalt Concrete,” Journal of Transportation Research Board, No. 1929, National Research Council, Washington, D.C., 2005, pp. 238-247.
  21. Park, H., Y.R. Kim, and S. Park, “Assessment of Pavement Layer Condition with Use of Multiload-Level Falling Weight Deflectometer Deflections,” Journal of Transportation Research Board, No. 1905, National Research Council, Washington, D.C., 2005 , pp. 107-116.
  22. Lee, S.J., J.P. Rust, H. Hamouda, Y.R. Kim, R.H. Borden, “Fatigue Cracking Resistance of Fiber-Reinforced Asphalt Concrete,” Textile Research Journal, Vol. 75, No. 2, 2005, pp. 123-128.
  23. Chehab, G.R. and Y.R. Kim,“Viscoelastoplastic Continuum Damage Model Application to Thermal Cracking of Asphalt Concrete,” Journal of Materials in Civil Engineering, ASCE, Vol. 17, Number 4, 2005, pp. 384-392.
  24. Kim, Y.R., Y. Seo, M. King, and M. Momen, “Dynamic Modulus Testing of Asphalt Concrete in Indirect Tension Mode,” Journal of Transportation Research Board, No. 1891, National Research Council, Washington, D.C., 2004, pp. 163-173 .
  25. Mun, S., M. Guddati, and Y.R. Kim, “Fatigue Cracking Mechanisms in Asphalt Pavements with Viscoelastic Continuum Damage Finite-Element Program,” Journal of Transportation Research Board, No. 1896, National Research Council, Washington, D.C., 2004, pp. 96-106.
  26. Daniel, J.S., W. Bisirri, and Y.R. Kim, “Fatigue Evaluation of Asphalt Mixtures Using Dissipated Energy and Viscoelastic Continuum Damage Approaches,” Journal of Association of Asphalt Paving Technologists, Vol. 73, 2004, pp. 557-583.
  27. Seo, Y., Y.R. Kim, R.A. Schapery, M.W. Witczak, R. Bonaquist, “A Study of Crack-Tip Deformation and Crack Growth in Asphalt Concrete Using Fracture Mechanics,” Journal of Association of Asphalt Paving Technologists, Vol. 73, 2004, pp. 697-730 .
  28. Nilsson, B.R., G.R. Chehab, and Y.R. Kim, "Application of a Viscoelastoplastic C ontinuum D amage Tensile Model to A sphalt M ixes in Sweden, "International Journal of Road Materials and Pavement Design," Volume 5 - Special Issue, 2004.
  29. Daniel, J.S., G.R. Chehab, and Y.R. Kim, “Issues Affecting Measurement of the Complex Modulus of Asphalt Concrete,” ASCE Journal of Materials in Civil Engineering, Volume 16, Number 5, 2004, pp. 469-476.
  30. Chehab, G.R., Y.R. Kim, R.A. Schapery, M.W. Witczak, and R. Bonaquist, “Characterization of Asphalt Concrete in Uniaxial Tension Using a Viscoelastoplastic Continuum D amag e Model,” Journal of Association of Asphalt Paving Technologist, Vol. 72, 2003, pp. 315-355.
  31. Lee, H.J., Y.R. Kim, and S.W. Lee, “Prediction of Asphalt Mix Fatigue Life with Viscoelastic Material Properties,” Journal of the Transportation Research Board, No. 1832, National Research Council, Washington, D.C., 2003, pp. 139-147.
  32. Underwood, S. and Y.R. Kim, “Determination of Depth of Surface Cracks in Asphalt Pavements,” Journal of the Transportation Research Board, No. 1853, National Research Council, Washington, D.C., 2003, pp. 1 43-149.
  33. Zhao, Y. and Y.R. Kim. “Time - Temperature Superposition for Asphalt Mixtures with Growing Damage and Permanent Deformation in Compression,” Journal of the Transportation Research Board, No. 1832, National Research Council, Washington, D.C., 2003, pp. 161-172.
  34. Xu, B., S.R. Ranjithan, and Y.R. Kim, “Using the Asphalt Pavement Layer Condition Assessment Program: Case Studies,” Journal of the Transportation Research Board, No. 1860, National Research Council, Washington, D.C., 2003, pp. 66-75.
  35. Park, H. and Y.R. Kim, “Prediction of Remaining Life of Asphalt Pavement Using F all ing-Weight Deflectometer Multiload - Level Deflections,” Journal of the Transportation Research Board, No. 1860, National Research Council, Washington, D.C., 2003, pp. 48-56.
  36. Kim, Y.R. and H. Wen, “Fracture Energy from Indirect Tension Testing,” Journal of Association of Asphalt Paving Technologists, 2002, Vol. 71, pp. 779-793.
  37. Daniel, J.S. and Y.R. Kim, “Development of a Simplified Fatigue Test and Analysis Procedure Using a Viscoelastic D amag e Model,” Journal of Association of Asphalt Paving Technologists, 2002, Vol. 71, pp. 619-650.
  38. Chehab, G.R., Y.R. Kim, R.A. Schapery, M.W. Witczak, and R. Bonaquist, “Time-Temperature Superposition Principle for Asphalt Concrete Mixtures with Growing Damage in Tension State,” Journal of Association of Asphalt Paving Technologist, 2002 , Vol. 71, pp. 559-593.
  39. Park, H.M., Y.R. Kim, and S. Park, “Temperature Correction of Multi-Load Level Falling Weight Deflectometer Deflections,” Transportation Research Record, No. 1806, Transportation Research Board, National Research Council, Washington, D.C., 2002, pp. 3-8.
  40. Xu, B., S.R. Ranjithan, and Y.R. Kim, “New Relationships between F all ing Weight Deflectometer Deflections and Asphalt Pavement Layer Condition Indicators,” Transportation Research Record, No. 1806, Transportation Research Board, National Research Council, Washington, D.C., 2002, pp. 48-56
  41. Xu, B., S.R. Ranjithan, and Y.R. Kim,“New Condition Assessment Procedure for Asphalt Pavement Layers, Using Falling Weight Deflectometer Deflections,” Transportation Research Record, No. 1806, Transportation Research Board, National Research Council, Washington, D.C., 2002, pp. 57-69.
  42. Wen, H. and Y.R. Kim, “Simple Performance Test for Fatigue Cracking and Validation with WesTrack Mixtures,” Transportation Research Record, No. 1789, Transportation Research Board, National Research Council, Washington, D.C., 2002, pp. 66-72.
  43. Guddati, M.N., Z. Feng, and Y.R. Kim, “Toward a Micromechanics-based Procedure to Characterize Fatigue Performance of Asphalt Concrete,” Transportation Research Record, No. 1789, Transportation Research Board, National Research Council, Washington, D.C., 2002, pp. 121-128.
  44. Seo, Y., Y.R. Kim, M.W. Witczak, and R. Bonaquist, “Application of Digital Image Correlation Method to Mechanical Testing of Asphalt-Aggregate Mixtures,” Transportation Research Record, No. 1789, Transportation Research Board, National Research Council, Washington, D.C., 2002, pp. 162-172.
  45. Lee, H.J., J.Y. Choi, Y. Zhao, and Y.R. Kim, “Laboratory Evaluation of the Effects of Aggregate Gradation and Binder Type on Performance of Asphalt Mixtures,” Proceedings of International Conference of Asphalt Pavements, 2002.
  46. Daniel, J.S. and Y.R. Kim, “Laboratory Evaluation of Fatigue Damage and Healing of Asphalt Mixtures,” ASCE Journal of Materials in Civil Engineering, Vol. 13, No. 6, 2001, pp. 434-440.
  47. Park, S.W. and Y.R. Kim, “Fitting Prony-Series Viscoelastic Models with Power-Law Pre-smoothing,” ASCE Journal of Materials in Civil Engineering, Vol. 13, No. 1, 2001, pp. 26-32.
  48. Lee, H.J., J.S. Daniel, and Y.R. Kim, “Continuum Damage Mechanics-Based Fatigue Model of Asphalt Concrete,” ASCE Journal of Materials in Civil Engineering, Vol. 12, No. 2, May 2000, pp. 105-112.
  49. Lee, H.J., J.S. Daniel, and Y.R. Kim, “Laboratory Performance Evaluation of Modified Asphalt Mixtures for Inchon Airport Pavements,” International Journal of Pavement Engineering, Vol. 1, No. 2, April 2000.
  50. Chehab, G., E. O'Quinn, and Y.R. Kim, “Specimen Geometry Study for Direct Tension Test Based on Mechanical Tests and Air Void Variation in Asphalt Concrete Specimens Compacted by Superpave Gyratory Compactor,” Transportation Research Record, No. 1723, Transportation Research Board, National Research Council, Washington, D.C., 2000, pp. 125-132.
  51. Little, D.N., R.L. Lytton, D. Williams, and Y.R. Kim, “An Analysis of the Mechanism of Microdamage Healing Based on the Application of Micromechanics First Principles of Fracture and Healing,” Journal of Association of Asphalt Paving Technologists, Vol. 68, 1999, pp. 501-542.
  52. Park, S.W., Y.R. Kim, and H.J. Lee, “Fracture Toughness for Microcracking in Viscoelastic Particulate Composites,” Technical Notes in the ASCE Journal of Engineering Mechanics, Vol. 125, No. 6, June 1999, pp. 722-725.
  53. Park, S.W. and Y.R. Kim, “Interconversion between Relaxation Modulus and Creep Compliance for Viscoelastic Solids,” ASCE Journal of Materials in Civil Engineering, Vol. 11, No. 1, February 1999, pp. 76-82.
  54. Lee, Y.C., Y.R. Kim, and S.R. Ranjithan, “Dynamic Analysis-Based Approach to Determine Flexible Pavement Layer Moduli Using Deflection Basin Parameters,” Transportation Research Record, No. 1639, Transportation Research Board, National Research Council, Washington, D.C. , 1998, pp. 36-42.
  55. Kim, Y. and Y.R. Kim, “Prediction of Layer Moduli from FWD and Surface Wave Measurements Using Artificial Neural Network,” Transportation Research Record, No. 1639, Transportation Research Board, National Research Council, Washington, D.C., 1998, pp. 53-61.
  56. Daniel, J.S. and Y.R. Kim, “Relationships among Rate-Dependent Stiffnesses of Asphalt Concrete Using Laboratory and Field Test Methods,” Transportation Research Record, No. 1630, Transportation Research Board, National Research Council, Washington, D.C., 1998, pp. 3-9.
  57. Daniel, J.S., Y.R. Kim, and H.J. Lee, “Effects of Aging on Viscoelastic Properties of Asphalt-Aggregate Mixtures,” Transportation Research Record, No. 1630, Transportation Research Board, National Research Council, Washington, D.C. , 1998, pp. 21-27.
  58. Lee, H.J. and Y.R. Kim, “A Viscoelastic Continuum Damage Model of Asphalt Concrete with Healing,” ASCE Journal of Engineering Mechanics, Vol. 124, No. 11, November 1998, pp. 1-9.
  59. Park, S.W. and Y.R. Kim, “Analysis of Layered Viscoelastic System with Transient Temperatures,” ASCE Journal of Engineering Mechanics, Vol. 124, No. 2, February 1998, pp. 223-231.
  60. Lee, H.J. and Y.R. Kim, “Viscoelastic Constitutive Model for Asphalt Concrete under Cyclic Loading,” ASCE Journal of Engineering Mechanics, Vol. 124, No. 1, January 1998, pp. 32-40.
  61. Lee, H.J., Y.R. Kim, and S.H. Kim, “Viscoelastic Constitutive Modeling of Asphalt Concrete with Growing Damage,” Journal of Structural Engineering and Mechanics, Vol. 7, No. 2, 1997.
  62. Little, D.N., R.L. Lytton, D. Williams, and Y.R. Kim, “Propagation and Healing of Microcracks in Asphalt Concrete and Their Contributions to Fatigue,” Asphalt Science and Technology, Edited by Arthur M. Usmani, Marcel Dekker, Inc., New York, NY, 1997, pp. 149-195.
  63. Lee, H.J., Y.R. Kim, and S.H. Kim, “Constitutive Modeling of Asphalt Concrete with Time-Dependent Damage Growth,” Computational Structure Engineering, Vol. 10, No.4, 1997, pp. 229-238.
  64. Kim, Y.R., H.J. Lee, and D.N. Little, “Fatigue Characterization of Asphalt Concrete Using Viscoelasticity and Continuum Damage Theory,” Journal of the Association of Asphalt Paving Technologists, Vol. 66, 1997, pp. 520-569.
  65. Shao, L., S. Park, and Y.R. Kim, “A Simplified Procedure for Prediction of Asphalt Pavement Subsurface Temperatures Based on Heat Transfer Theories,” Transportation Research Record, No. 1568, Transportation Research Board, National Research Council, Washington, D.C., 1997, pp. 114-123.
  66. Park, S. and Y.R. Kim, “Temperature Correction of Backcalculated Moduli and Deflections Using Linear Viscoelasticity and Time-Temperature Superposition,” Transportation Research Record, No. 1570, Transportation Research Board, National Research Council, Washington, D.C., 1997, pp. 108-117.
  67. Kim, Y. and Y.R. Kim, “In-Situ Evaluation of Fatigue Damage Growth and Healing of Asphalt Concrete Pavements Using Stress Wave Method,” Transportation Research Record, No. 1568, Transportation Research Board, National Research Council, Washington, D.C., 1997, pp. 106-113.
  68. Park, S.W. Y.R. Kim, and R.A. Schapery, “A Viscoelastic Continuum Damage Model and Its Application to Uniaxial Behavior of Asphalt Concrete,” Mechanics and Materials, Vol. 24, No. 4, December 1996, pp. 241-255.
  69. Chen, S. and Y.R. Kim, "Condition Assessment of Installed Timber Piles by Dispersive Wave Propagation," Transportation Research Record, No. 1546, Transportation Research Board, National Research Council, Washington, D.C., 1997, pp. 112-120.
  70. Kim, Y.R. and Y.C. Lee, "Interrelationships Among Stiffnesses of Asphalt-Aggregate Mixtures," Journal of the Association of Asphalt Paving Technologists, Vol. 64, 1995, pp. 575-609.
  71. Kim, Y.R., B.O. Hibbs, and Y.C. Lee, "Temperature Correction of Deflections and Backcalculated AC Moduli," Transportation Research Record, No. 1473, Transportation Research Board, National Research Council, Washington, D.C., 1995, pp. 55-62.
  72. Inge, E.H. and Y.R. Kim, "Prediction of Effective Asphaltic Layer Temperature," Transportation Research Record, No. 1473, Transportation Research Board, National Research Council, Washington, D.C., 1995, pp. 93-100.
  73. Kim, Y.R., S.L. Whitmoyer, and D.N. Little, "Healing in Asphalt Concrete Pavements: Is It Real?" Transportation Research Record, No. 1454, Transportation Research Board, National Research Council, Washington, D.C., 1995, pp. 89-96.
  74. Little, D.N., A. Letton, S. Prapnnachari, and Y.R. Kim, "Rheological and Rheo-Optical Characterization of Asphalt Cement and Evaluation of Relaxation Properties," Transportation Research Record, No. 1436, Transportation Research Board, National Research Council, Washington, D.C., 1995, pp. 71-82.
  75. Kim, Y.R., Y. Lee, and H.J. Lee, "Correspondence Principle for Characterization of Asphalt Concrete," ASCE Journal of Materials in Civil Engineering, Vol. 7, No. 1, February 1995, pp. 59-68.
  76. Whitmoyer, S.L. and Y.R. Kim, "Determination of Elastic Properties of Asphalt Concrete Using Vibrational Analysis," ASTM Journal of Testing and Evaluation, Vol. 22, No. 2, March 1994, pp. 139-148.
  77. Kim, Y.R., N.P. Khosla, S. Satish, and T. Scullion, "Validation of Moduli Backcalculation Procedure Using Multidepth Deflectometers Installed in Various Flexible Pavement Structures," Transportation Research Record, No. 1377, Transportation Research Board, 1993, pp. 128-142.
  78. Kim, Y.R., K.A. Shah, and N.P. Khosla, "Influence of Test Parameters in SHRP P07 Procedure on Resilient Moduli of Field Cores," Transportation Research Record, No. 1353, Transportation Research Board, 1992, pp. 82-89.
  79. Kim, Y.R., N. Kim, and N.P. Khosla, "Effect of Aggregate Type and Gradation on Fatigue and Permanent Deformation of Asphalt Concrete," in Effects of Aggregates and Mineral Fillers on Asphalt Mixture Performance, edited by R.C. Meininger, ASTM Special Technical Publication, STP No. 1147, October 1992, pp. 310-328.
  80. Kim, Y.R. and D.L. Eaddy, "Status of PAVER Implementation within the U.S. Air Force," in Pavement Management Implementation, edited by Holt and Gramling, ASTM Special Technical Publication, STP No. 1121, April 1992, pp. 272-296.
  81. Kim, Y.R., N.P. Khosla, and N. Kim, "Effect of Temperature and Mixture Variables on Fatigue Life Predicted by Diametral Fatigue Testing," Transportation Research Record, No. 1317, Transportation Research Board, 1991, pp. 129-139.
  82. Kim, Y.R., D.N. Little, and R.C. Burghardt, "SEM Analysis on Fracture and Healing of Sand-Asphalt Mixtures," ASCE Journal of Materials in Civil Engineering , Vol. 3, No. 2, May 1991, pp. 140-153.
  83. Kim, Y.R. and D.N. Little, "One-Dimensional Constitutive Modeling of Asphalt Concrete," ASCE Journal of Engineering Mechanics, Vol. 116, No. 4, April 1990, pp. 751-772.
  84. Kim, Y.R., D.N. Little, and F.C. Benson, "Chemical and Mechanical Evaluation on Healing Mechanism of Asphalt Concrete," Journal of Association of Asphalt Paving Technologists, Vol. 59, 1990, pp. 240-275.
  85. Kim, Y.R. and D.N. Little, "Evaluation of Healing in Asphalt Concrete by Means of the Theory of Nonlinear Viscoelasticity," Transportation Research Record , No. 1228, Transportation Research Board, 1989, pp. 198-210.
  86. Kim, Y.R. and D.N. Little, "The Prediction of Fracture Fatigue Para­meters from Creep Testing of Soil-Cement," ASTM Geotechnical Testing Journal, Vol. 10, No. 3, September 1987, pp. 97-104.
  87. Little, D.N., J.W. Button, Y.R. Kim, and J. Ahmed, "Mechanistic Evalua­tion of Selected Additives," Journal of Association of Asphalt Paving Technologists, Vol. 56, 1987, pp. 62-90.

Conference Proceedings

  1. Lee, J. and Y. R. Kim, “Optimizing the Rolling Protocol for Chip Seals,” Proceedings of Transportation Research Board, 2008.
  2. Kim, Y.R., B.S. Underwood, S. Mun, and M.N. Guddati, “Perpetual Pavement Evaluation Using the Viscoelastic Continuum Damage Finite Element Program,” Proceedings of the 2006 International Conference on Perpetual Pavement, Columbus, Ohio, September 2006.
  3. Lee, Jusang and Y.R. Kim, “Performance Evaluation of Asphalt Surface Treatments Using the MMLS3,” Proceedings of the 2006 Airfield and Highway Pavement Specialty Conference, May 2006, pp. 86-97.
  4. Kim, Y.R., S.J. Lee, Y. Seo, and O. El-Haggan, “A Mechanistic Approach to Determine Price Reduction Factors for Density-Deficient Asphalt Pavements,” Proceedings of the 2006 Airfield and Highway Pavement Specialty Conference, May 2006, pp. 1018-1029.
  5. Kim, Y.R., T. Yun, and M.N. Guddati, “Modeling of the Behavior of Hot Mix Asphalt in Compression,” Proceedings of Transportation Research Board, 2006.
  6. Chehab, G.R. and Y.R. Kim, "Application of the Viscoelastoplastic Continuum Damage Model to Thermal Cracking of Asphalt Concrete Pavements," Proceedings of the International Symposium on Cold Regions Engineering , (Smith, Daniel W., editor; et al.); Meeting: Cold Regions Engineering and Construction Conference 2004, May 16-19, 2004, Edmonton, AB, Canada.
  7. King, M., M. Momen, and Y.R. Kim, “Typical Dynamic Moduli Values of Hot Mix Asphalt in North Carolina and Their Prediction,” Proceedings of Transportation Research Board, 2005.
  8. Chehab, G.R. and Y.R. Kim, “Time-Temperature Superposition Principle for Asphalt Concrete under Multi-axial loading,” Joint ASCE/ASME/SES Conference on Mechanics and Materials, Baton Rouge, LA , 2005.
  9. Kim, Y.R., S. Lee, Y. Seo, and O. El-Haggan, “Determination of Price Reduction Factors for Density Deficient Asphalt Pavements,” Roads to Global Society, Proceedings of the First International Road and Transportation Conference, Seoul, Korea, July 2005, pp. 131-144.
  10. Mun, S., M.N. Guddati, and Y.R. Kim, “Viscoelastic Continuum Damage Finite Element Modeling of Asphalt Pavements for Fatigue Cracking Evaluation,” Proceedings, The 5th International Conference on Road and Airfield Pavement Technology, Seoul, Korea, May 2005, pp. 18-29.
  11. Lee, J. and Y.R. Kim, “Development of a New Performance Test Method for Asphalt Surface Treatment,” Proceedings, The 5th International Conference on Road and Airfield Pavement Technology, Seoul, Korea, May 2005, pp. 963-972.
  12. Lee, S., Y. Seo, and Y.R. Kim, “Validation of Mechanistic Performance Models Using the Third Scale Model Mobile Loading Simulator,” Proceedings, The 5th International Conference on Road and Airfield Pavement Technology, Seoul, Korea, May 2005, pp. 1036-1044.
  13. Chehab, G.R. and Y.R. Kim, "Application of the Viscoelastoplastic Continuum Damage Model to Thermal Cracking of Asphalt Concrete Pavements," Proceedings of the International Symposium on Cold Regions Engineering , (Smith, Daniel W., editor; et al. ); Meeting: Cold Regions Engineering and Construction Conference 2004, May 16-19, 2004, Edmonton, AB, Canada.
  14. Chehab, G. R. and Y.R. Kim, “Prediction of Thermal Cracking Behavior of Asphalt Concrete Using the Viscoelastoplastic Continuum Damage Model,” Proceedings of Transportation Research Board, 2004.
  15. Lee, S. and Y.R. Kim, “Fatigue Investigation of Laboratory Asphalt Pavement Using the Third Scale Model Mobile Loading Simulator,” Proceedings of the 5 th I nternational RILEM Conference on Cracking in Pavements, France, 2004, pp. 29-36.
  16. Daniel, J.S. and Y.R. Kim, “A Simplified Test and Analysis Procedure for Fatigue Characterization of Asphalt Mixtures,” Proceedings of the 5th I nternational RILEM Conference on Cracking in Pavements, France, 2004, pp. 131-138.
  17. Seo, Y. and Y.R. Kim, “The Mechanical Testing of Asphalt Concrete Mixtures Using Digital Image Correlation,” Proceedings of the 5th I nternational RILEM Conference on Cracking in Pavements, France, 2004, pp. 155-162.
  18. Feng, Z., P. Zhang, M. Guddati, and Y.R. Kim, “Multi-Scale Micromechanical Lattice Modeling of Cracking in Asphalt Concrete,” Proceedings of the 5th I nternational RILEM Conference on Cracking in Pavements, France, 2004, pp. 283-290.
  19. Chehab, G.R. and Y.R. Kim, “Application of the Viscoelastoplastic Continuum D amag e Model to Thermal Cracking Behavior of AC Pavements,” Proceedings of the Cold Engineering and Construction Conference , ASCE, Alberta, Canada, 2004.
  20. Kim, Y.R. and G.R. Chehab, “Viscoelastoplastic Continuum Damag and Modeling of Asphalt Concrete in Tension,” Proceedings of the International Conference on Computational & Experimental Engineering & Sciences, Corfu Island, Greece, July 2003.
  21. Chehab, G.R., J.S. Daniel, and Y.R. Kim, “Development of a Constitutive Model for Fatigue Cracking in Asphalt Concrete,” Proceedings of the 16th Engineering Mechanics Conference, Pavement Mechanics Symposium, ASCE, Seattle, WA, 2003.
  22. Chehab, G. R. , Y.R. Kim, M.W. Witczak, and R. Bonaquist, “Comprehensive Material Characterization of Asphalt Concrete in Tension Based on a Viscoelastocplastic Model,” Proceedings of the 6th Iinternational RILEM Symposium on Performance Testing and Evaluation of Bituminous Materials, PTEBM '03, Zurich, Switzerland, 2003.
  23. Lee, H. J., J. Y. Choi, Y. Zhao, and Y. R. Kim, “Laboratory evaluation of the effects of aggregate gradation and binder type on performance of asphalt mixtures,” Proceedings of the 9th International Conference on Asphalt Pavements, Copenhagen, Denmark, 2002.
  24. Kim, Y.R., “Multi-Scale Modeling of Asphalt Pavement for Long-Term Life Prediction,” Proceedings of WCSE/ UKC 2002, Seoul, Korea, 2002, pp. 1048-1056.
  25. Kim, Y.R., R.H. Borden, and M.N. Guddati, “A Unified Approach to Predicting Long Term Performance of Asphalt-Aggregate Mixtures,” Proceedings of NSF Durability 2000 Workshop Entitled Long Term Durability of Structural Materials, Edited by P.J.M. Monteiro, K.P. Chong, and J. Larsen-Basse, Elsevier Science Ltd., 2001.
  26. Kim, Y. R., Y-C. Lee, and S.R. Ranjithan, “Flexible Pavement Condition Evaluation Using Deflection Basin Parameters and Dynamic Finite Element Analysis Implemented by Artificial Neural Networks,” Nondestructive Testing of Pavements and Backcalculation of Moduli, Eds. S.D. Tayabji and E.O. Lukanen, ASTM STP 1375, March 2000, pp. 514-530.
  27. Kim, Y. R., B. Xu, and Y. Kim, “A New Backcalculation Procedure Based on Dispersion Analysis of FWD Time-History Deflections and Surface Wave Measurements Using Artificial Neural Networks,” Nondestructive Testing of Pavements and Backcalculation of Moduli, Eds. S.D. Tayabji and E.O. Lukanen, ASTM STP 1375, March 2000, pp. 297-312.
  28. Kim, Y.R., B. Kasal, S. Chen, and S.R. Auger, “Condition Assessment of an Underwater Timber Gate Using Dispersive Wave Propagation Analysis,” Proceedings of the 5th World Conference on Timber Engineering, Lausanne, Switzerland, August 1998.
  29. Park, S.W., H.J. Lee, and Y.R. Kim, “Evolution of Damage in a Viscoelastic Particulate Composite under Uniaxial Loading,” Proceedings of the 12th ASCE Engineering Mechanics Conference , La Jolla , CA , 1998, pp. 908-911.
  30. Kim, Y.R., H.J. Lee, Y. Kim, D.N. Little, “Mechanistic Evaluation of Fatigue Damage Growth and Healing of Asphalt Concrete: Laboratory and Field Experiments,” Proceedings of the 8th International Conference on Asphalt Pavements, 1997, pp. 1089-1108.
  31. Khosla, N.P., N. Kim, S. Satish, and Y.R. Kim, “A Comparative Study of Performance of Different Designs for Flexible Pavements,” Proceedings of the 8th International Conference on Asphalt Pavements, 1997, pp. 1489-1504.
  32. Lee, Y-C., Y.R. Kim, and S.R. Ranjithan, "Determination of Elastic Modulus of Subgrade Using Deflection Data, " In the 9th Conference on Pavement Engineering, the Chinese Institute of Civil and Hydraulic Engineering, Taichung, Taiwan, Aug. 21-22, 1997, pp. 475-485.
  33. Auger, S. and Y.R. Kim, “Condition Assessment of a Submerged Timber Gate Using Stress Wave Testing Methods,” Proceedings of the 1996 Association of State Dam Safety Officials Annual Conference, 1997.
  34. Lee, H.J. and Y.R. Kim, “Prediction of Fatigue D amag e in Asphalt Concrete Using a Viscoelastic Continuum D amag e Model,” Proceedings of the International RILEM Symposium on Mechanical Test for Bituminous Mixes, 1997.
  35. Kim, Y. and Y.R. Kim, "Evaluation of Microcrack D amag e Growth and Healing of Asphalt Concrete Pavements Using Stress Wave Method," Proceedings of the 11th ASCE Engineering Mechanics Specialty Conference, 1996, pp. 612-615.
  36. Lee, H.J. and Y.R. Kim, "A Uniaxial Constitutive Model Accounting for Viscoelasticity and Damage Evolution under Cyclic Loading," Proceedings of the 11th ASCE Engineering Mechanics Specialty Conference, 1996, pp. 693-696.
  37. Chen, S. and Y.R. Kim, "Dispersive Wave Propagation Analysis for Condition Assessment of Marine Timber Piles," Stress Wave 96, Proceedings of the Fifth International Conference on the Application of Stress-Wave Theory to Piles, edited by F. C. Townsend, 1996, pp. 721-732.
  38. Chen, S. and Y.R. Kim, "Condition Assessment of Marine Timber Piles Using Stress Wave Method," Proceedings of Structures Congress XIV, Building an International Community of Structural Engineers , Edited by S.K. Ghosh and J. Mohammadi, Vol. 2, 1996, pp. 853-860.
  39. Kim, Y.R., B.O. Hibbs, and Y. Lee, "New Temperature Correction Procedure for FWD Deflections of Flexible Pavements," Proceedings, The 4th International Conference on Bearing Capacity of Roads and Airfields, Vol 1, Minneapolis, Minnesota, 1994, pp. 413-443.
  40. Kim, Y.R. and Y.C. Lee, "Rheological Characterization of Asphaltic Mixtures under Repetitive Loading," Proceedings of the Third Materials Engineering Conference, Infrastructure: New Materials and Methods of Repair, edited by K.D. Basham, ASCE, 1994, pp. 796-803.
  41. Kim, Y.R., "Mechanistic Pavement Research in North Carolina ," Proceedings of the First Southeast Regional Conference, Korean Scientists and Engineers Association, 1991.
  42. Kim, Y.R., D.L. Eaddy, and P.S. Dunston, "State-of-the-art Review on Project Survey and Evaluation of Pavement Management Systems in U.S.A.," Proceedings of the Eleventh International Technical Symposium, Korean Scientists and Engineers Association, Seoul, Korea, 1990, pp. 2145-2151.
  43. Fairhurst, C.E., Y.R. Kim, and N.P. Khosla, "Resilient Modulus Testing of Asphalt Specimens in Accordance with ASTM D4123-82," Proceedings of RILEM Fourth International Symposium , Budapest, Hungary, October 1990.

Research Project Final Reports

  1. Kim, Y.R. and N. Muthady, “Implementation Plan for the New Mechanistic-Empirical Pavement Design Guide,” Final report to the North Carolina Department of Transportation, Report No. FHWA/NC/2006-23, February 2007.
  2. Kim, Y.R., M.N. Guddati, B.S. Underwood, T.Y. Yun, and V. Subramanian, “Development of the Asphalt Pavement Performance Prediction Methodology Based on the Viscoelastoplastic Continuum Damage Theory,” Final report to the Korea Highway Corporation, December 2006.
  3. Kim, Y.R., M.N. Guddati, B.S. Underwood, T.Y. Yun, V. Subramanian, and A.H. Heidari, “Characterization of ALF Mixtures Using the Viscoelastoplastic Continuum Damage Model,” Final report to the Federal Highway Administration, September 2005.
  4. Kim, Y.R. and J. Lee, “Optimizing Gradations for Surface Treatments,” Final report to the North Carolina Department of Transportation, Report No. FHWA/NC/2005-15, December 2005.
  5. Kim, Y.R., M. Guddati, Z. Feng, P. Zhang, and V. Subramanian. “A Micromechanics-Based Methodology for the Study of Cracking in Asphalt Concrete,” Final report to Texas A&M Research Foundation, November 2005.
  6. Kim, Y.R., S. Lee, Y. Seo, O. El-Haggan. “Impact of Price Reductions on the Long-Term Pavement Performance of HMA Mixes in North Carolina,” Final report to the North Carolina Department of Transportation, Report No. FHWA/NC/2005-09, August 2005.
  7. Kim, Y.R., M. Momen, and M. King. “Typical Dynamic Moduli for North Carolina Asphalt Concrete Mixtures,” Final report to the North Carolina Department of Transportation, Report No. FHWA/NC/2005-03, May 2005.
  8. Kim, Y.R. and G. Chehab. “Development of Viscoelastoplastic Continuum Damage Model for Asphalt-Aggregate Mixtures,” Final report to the Arizona State University/NCHRP, June 2004.
  9. Kim, Y.R. and Y. Seo. “Advanced Characterization of Asphalt Concrete Using a Fracture Mechanics Approach,” Final report to the Arizona State University/NCHRP, June 2004.
  10. Kim, Y.R. “ A Unified Approach to Predicting Long Term Performance of Asphalt-Aggregate Mixtures,” Final report to the National Science Foundation, March 2003.
  11. Kim, Y.R, “Laboratory Evaluation of Lime-Modified Asphalt Mixtures for City of Charlotte ,” Final report to Chemical Lime Company, October 2002.
  12. Kim, Y.R., J. Daniel, and H. Wen, “Fatigue Performance Evaluation of WesTrack and Arizona SPS-9 Asphalt Mixtures Using Viscoelastic Continuum Damage Approach,” Final report to Federal Highway Administration/ North Carolina Department of Transportation, Report No. FHWA/NC/2002-004, April 2002.
  13. Kim, Y.R. and H. Park, “Use of FWD Multi-Load Data for Pavement Strength Estimation,” Final report to North Carolina Department of Transportation, June 2001.
  14. Kim, Y.R. and S. Mun, “Determination of Subgrade Strength under Intact Portland Cement Concrete Slabs for Rubblization Projects,” Final report to North Carolina Department of Transportation, June 2000.
  15. Kim, Y.R., S.R. Ranjithan, P. Donato, and C. Murphy, “Nondestructive Evaluation of Structural Condition of Timber Piles,” Final report to North Carolina Department of Transportation, December 1999.
  16. Kim, Y.R. and J. Daniel, “Development of a Mechanistic Fatigue Prediction Model for Aging Asphalt-Aggregate Mixtures,” Final report submitted to Federal Highway Administration/Western Research Institute, May 1997.
  17. Kim, Y.R., S.R. Ranjithan, J. Troxler, and B. Xu, “Assessing Pavement Layer Condition Using Deflection Data,” Final report submitted to National Cooperative Highway Research Program, April 2000.
  18. Kim, Y.R., Y.C. Lee, S. Park, S.R. Ranjithan, "Interpretation of FWD Data When Pavement Layers Are Not Intact,” Final report submitted to North Carolina Department of Transportation, June 1997.
  19. Kim, Y.R., S. Park, and L. Shao,"Statewide Calibration of Asphalt Temperature Study from 1992 and 1993,” Final report submitted to North Carolina Department of Transportation, June 1996.
  20. Kim, Y.R. and H.J. Lee, "Healing of Microcracks in Asphalt and Asphalt Concrete," Final report submitted to Federal Highway Administration/Western Research Institute, March 1997.
  21. Kim, Y.R. and Y. Kim, "Field Investigation of Microdamage Growth and Healing in Asphalt Concrete," Final report submitted to Federal Highway Administration/Western Research Institute, March 1997.
  22. Khosla, P., Y.R. Kim, S. Satish, and N. Kim, "A Comparative Study of Performance of Different Designs for Flexible Pavements,” Final report submitted to North Carolina Department of Transportation, July 1996.
  23. Kim, Y.R. and S. Chen, "Development of a Structural Condition Evaluation Method for Marine Wooden Piling Using Stress Wave Technology," Final report submitted to Office of Sea Grant, National Oceanic and Atmospheric Administration, U.S. Department of Commerce, January 1996.
  24. Kim, Y.R., E. Inge, and Y.C. Lee, "Asphalt Paving Material Properties Affected by Temperature,” Final report submitted to North Carolina Department of Transportation, December 1993.
  25. Khosla, P., Y.R. Kim, P.C. Lambe, and M.S. Rahman, "Laboratory Determination of Resilient Modulus for Flexible Pavement Design," Final report submitted to National Cooperative Highway Research Program, June 1993.
  26. Kim, Y.R. and Y.C. Lee, "Investigation of the Fracture Healing Mechanism in Asphalt Cements Using the Theory of Nonlinear Viscoelasticity," Final report submitted to Texas A&M University, August 1992.
  27. Kim, Y.R. and N. Kim, "Resilient Modulus Testing for Korea Highway Corporation," Final report submitted to Korea Highway Corporation, December 1992.
  28. Khosla, P., Y.R. Kim, N. Kim, "Performance Related Testing and Measuring of Asphalt-Aggregate Interactions and Mixtures," Final report submitted to Strategic Highway Research Program, NAS-NRC, December 1991.

 

 

 

 

 

 

Last updated 04/24/08