text:
80. G. Nsengiyumva and Y. Kim. (2019). “Effect of Testing Configuration in Semi-Circular Bending Fracture of Asphalt Mixtures: Experiments and Statistical Analyses.” Transportation Research Record, in press.
79. J. A. Rodrigues, J. E. S. Teixeira, Y. Kim, D. N. Little, and F. V. Souza. (2019). “Crack Modeling of Bituminous Mixtures Using Extrinsic Nonlinear Viscoelastic Cohesive Zone (NVCZ) Model.” Construction and Building Materials, 204, 520-529.
78. H. Alanazi, J. Hu, and Y. Kim. (2019). “Effect of Slag, Silica Fume, and Metakaolin on Properties and Performance of Alkali-Activated Fly Ash at Ambient Temperature.” Construction and Building Materials, 197, 747-756.
77. F. Fallah, F. Khabaz, Y. Kim, S-R. Kommidi, and H. Haghshenas. (2019). “Molecular Dynamics Modeling and Simulation of Bituminous Binder Chemical Aging Due to Variation of Oxidation Level and Saturate-Aromatic-Resin-Asphaltene Fraction.” Fuel, 237, 71-80.
76. M. Khedmati, Y. Kim, and J. A. Turner. (2019). “Investigation of the Interphase between Recycled Aggregates and Cementitious Binding Materials Using Integrated Microstructural-Nanomechanical-Chemical Characterization.” Composites – Part B: Engineering, 158, 218-229.
75. H. F. Haghshenas, Y. Kim, S-R. Kommidi, D. Nguyen, D. F. Haghshenas, and M. Morton. (2018). “Evaluation of Long-Term Effects of Rejuvenation on Reclaimed Binder Properties Based on Chemical-Rheological Tests and Analyses.” Materials and Structures, 51:134.
74. M. Khedmati, H. Alanazi, Y. Kim, G. Nsengiyumva, and S. Moussavi. (2018). “Effects of Na2O/SiO2 Molar Ratio on Aggregate-Paste Interphase in Fly Ash-Based Geopolymer Mixtures through Multiscale Measurements.” Construction and Building Materials, 191, 564-574.
73. K. Zare-Rami, M. Khedmati, Y. Kim, G. Nsengiyumva, and H. Alanazi. (2018). “Two-way Linked Multiscale Method Integrated with Nanomechanical Approaches to Model Highly Heterogeneous Cementitious Materials.” Journal of Engineering Mechanics, 144(10): 04018095.
72. J. Zhang, M. Sakhaeifar, D. N. Little, A. Bhasin, and Y. Kim. (2018). “Characterization of Crack Growth Rate of Surfer-Extended Asphalt Mixtures Using Cyclic Semicircular Bending Test.” Journal of Materials in Civil Engineering, 30(12): 04018311.
71. H. F. Haghshenas, Y. Kim, M. Morton, T. Smith, M. Khedmati, and D. F. Haghshenas. (2018). “Effects of Softening Additives on the Moisture Susceptibility of Recycled Bituminous Materials Using Chemical-Mechanical-Imaging Methods.” Journal of Materials in Civil Engineering, 30(9): 04018207.
70. S. Amelian and Y. Kim. (2018). “Performance Assessment of Interlayers with Different Tack Coats by Considering Loading Types and Failure Modes.” Transportation Research Record, 2672(28), 1-9.
69. S. Im, T. You, Y. Kim, G. Nsengiyumva, R. Rea, and H. F. Haghshenas. (2018). “Evaluation of Thin-lift Overlay Pavement Preservation Practice: Mixture Testing, Pavement Performance, and Lifecycle Cost Analysis.” Journal of Transportation Engineering: Part B - Pavements, 144(3): 04018095.
68. T. You, Y. Kim, K. Zare-Rami, and D. N. Little. (2018). “Multiscale Modeling of Asphaltic Pavements: Comparison with Field Performance and Parametric Analysis of Design Variables.” Journal of Transportation Engineering: Part B - Pavements, 144(2), 04018012.
67. M. Khedmati, Y. Kim, J. A. Turner, H. Alanazi, and C. Nguyen. (2018). “An Integrated Microstructural-Nanomechanical-Chemical Approach to Examine Material-Specific Characteristics of Cementitious Interphase Regions.” Materials Characterization, 138, 154-164.
66. H. Ban, S. Im, Y. Kim, and J. S. Jung. (2018). “Laboratory Tests and Finite Element Simulations to Model Thermally-induced Reflective Cracking of Composite Pavements.” International Journal of Pavement Engineering, 19(3), 220-230.
65. K. Zare-Rami, S. Amelian, Y. Kim, T. You, and D. N. Little. (2017). “Modeling the 3D Fracture-Associated Behavior of Viscoelastic Asphalt Mixtures Using 2D Microstructures.” Engineering Fracture Mechanics, 182, 86-99.
64. F. T. S. Aragao, G. A. Badilla-Vargas, D. A. Hartmann, and Y. Kim. (2017). “Characterization of Temperature- and Rate-Dependent Fracture Properties of Fine Aggregate Bituminous Mixtures Using an Integrated Numerical-Experimental Approach.” Engineering Fracture Mechanics, 180, 195-212.
63. H. Nabizadeh, H. F. Haghshenas, Y. Kim, and F. T. S. Aragao. (2017). “Effects of Rejuvenators on High-RAP Mixtures Based on Multiscale Laboratory Tests.” Construction and Building Materials, 152, 65-73.
62. T. You, Y. Kim, and T. Park. (2017). “Two-way Coupled Multiscale Model for Predicting Mechanical Behavior of Bone Subjected to Viscoelastic Deformation and Fracture Damage.” Journal of Engineering Materials and Technology, 139, 021016 (1-8).
61. P. H. Osmari, F. T. S. Aragao, L. F. M. Leite, R. A. Simao, L. M. G. Motta, and Y. Kim. (2017). “Chemical, Microstructural, and Rheological Characterization of Binders to Evaluate Aging and Rejuvenation.” Transportation Research Record, 2632, 14-24.
60. J. Zhang, D. N. Little, J. Saavdra, T. You, and Y. Kim. (2017). “Use of Semi-Circular Bending (SCB) Test and Cohesive Zone Modeling to Evaluate Fracture Resistance of Stabilized Soils.” Transportation Research Record, 2657, 67-77.
59. T. You, S. Im, Y. Kim, and D. N. Little. (2016). “Mechanistic Modeling to Evaluate Structural Performance of Bituminous Pavements with Inelastic Deformation and Fatigue Damage of Mixtures.” Journal of Engineering Mechanics, DOI: 10.1061/(ASCE)EM.1943-7889.0001197.
58. G. Nsengiyumva, T. You, and Y. Kim. (2016). “Experimental-Statistical Investigation of Testing Variables of a Semicircular Bending (SCB) Fracture Test Repeatability for Bituminous Mixtures, Journal of Testing and Evaluation, DOI: 10.1520/JTE20160103.
57. P. Karki, P. A. Yuya, Y. Kim, and J. A. Turner. (2016). “Nano-mechanical Properties of Constituent Phases in Bituminous Mixtures.” Journal of Materials in Civil Engineering, 28(10): 04016090-2.
56. F. T. S. Aragão, A. R. G. Pazos, L. M. G. Motta, and Y. Kim. (2016). “Effects of Morphological Characteristics of Aggregate Particles on the Mechanical Behavior of Bituminous Paving Mixtures.” Construction and Building Materials, 123, 444-453.
55. S. Im, T. You, H. Ban, and Y. Kim. (2015). “Multiscale Testing-Analysis of Asphaltic Materials Considering Viscoelastic and Viscoplastic Deformation.” International Journal of Pavement Engineering, DOI: 10.1080/10298436.2015.1066002.
54. F. T. S. Aragão, D. A. Hartmann, A. R. G. Pazos, and Y. Kim. (2015). “Virtual Fabrication and Computational Simulation of Asphalt Concrete Microstructure.” International Journal of Pavement Engineering, DOI: 10.1080/10298436.2015.1066009.
53. Y. Kim and B. S. Underwood. (2015). “Editorial: Perspectives on Multiscale, Multiphase, and Multiphysics Issues in Bituminous Materials and Pavements.” International Journal of Pavement Engineering, DOI: 10.1080/10298436.2015.1066008.
52. H. Ban, S. Im, and Y. Kim. (2015). “Mixed-mode Fracture Characterization of Fine Aggregate Mixtures Using Semicircular Bend Fracture Test and Extended Finite Element Modeling.” Construction and Building Materials, 101, 721-729.
51. P. Karki, Y. Kim, and D. N. Little. (2015). “Dynamic Modulus Prediction of Asphalt Concrete Mixtures through Computational Micromechanics.” Transportation Research Record, 2507, 1-9.
50. Y. Kim, F. A. C. Freitas, J. S. Jung, and Y. Sim. (2015). “Characterization of Bitumen Fracture Using Tensile Fracture Tests Incorporated with Viscoelastic Cohesive Zone Model.” Construction and Building Materials, 88, 1-9.
49. Y. Kim, M. Haft-Javaherian, and L. S. Castro. (2014). “Two-dimensional Virtual Microstructure Generation of Particle-Reinforced Composites.” Journal of Computing in Civil Engineering, DOI: 10.1061/(ASCE)CP.1943-5487.0000448.
48. S. Im, H. Ban, and Y. Kim. (2014). “Mode-dependent Fracture Behavior of Asphalt Mixtures with Semicircular Bend Test.” Transportation Research Record, 2447, 23-31.
47. J. E. S. Teixeira, Y. Kim, F. V. Souza, D. H. Allen, and D. N. Little. (2014). “Multiscale Model for Asphalt Mixtures Subjected to Cracking and Viscoelastic Deformation.” Transportation Research Record, 2447, 136-145.
46. F. T. S. Aragão, D. A. Hartmann, Y. Kim, L. M. G. Motta, and M. H. Javaherian. (2014). “Numerical-Experimental Approach to Characterize Fracture Properties of Asphalt Mixtures at Low Temperatures.” Transportation Research Record, 2447, 42-50.
45. H. Ban, P. Karki, and Y. Kim. (2014). “Nanoindentation Test Integrated with Numerical Simulation to Characterize Mechanical Properties of Rock Materials.” Journal of Testing and Evaluation, 42(3), 787-796.
44. S. Im, H. Ban, and Y. Kim. (2014). “Characterization of Mode-I and Mode-II Fracture Properties of Fine Aggregate Matrix Using a Semicircular Specimen Geometry.” Construction and Building Materials, 52, 413-421.
43. H. Ban, Y. Kim, and S. Rhee. (2013). “Computational Microstructure Modeling to Estimate Progressive Moisture Damage Behavior of Asphaltic Paving Materials.” International Journal for Numerical and Analytical Methods in Geomechanics, 37, 2005-2020.
42. Y. Kim, F. V. Souza, and T. Park. (2013). “Multiscale Modeling of Damage Evolution in Viscoelastic Bituminous Mixtures Subjected to Cyclic Loading.” Journal of Engineering Materials and Technology, 135(2), 021005.
41. H. Ban, S. Im, and Y. Kim. (2013). “Nonlinear Viscoelastic Approach to Model Damage-Associated Performance Behavior of Asphaltic Mixture and Pavement Structure.” Canadian Journal of Civil Engineering, 40(4), 313-323.
40. S. Im, Y. Kim, and H. Ban. (2013). “Rate- and Temperature-Dependent Fracture Characteristics of Asphaltic Paving Mixtures.” Journal of Testing and Evaluation, 41(2), 257-268.
39. Y. Kim, F. V. Souza, and J. E. S. Teixeira. (2013). “A Two-Way Coupled Multiscale Model for Predicting Damage-Associated Performance of Asphaltic Roadways.” Computational Mechanics, 51, 187-201.
38. Y. Kim, M. Hong, D. H. Allen, and S. Park. (2013). “Statistical and Dimensional Analysis of Hot-Mix Asphalt Mixture Characteristics on Asphalt Pavement Analyzer Rutting Behavior.” International Journal of Pavement Engineering, 14(2), 103-115.
37. Y. Kim and F. T. S. Aragão. (2013). “Microstructure Modeling of Rate-Dependent Fracture Behavior in Bituminous Paving Mixtures.” Finite Elements in Analysis and Design, 63, 23-32.28.
36. H. Ban, S. Park, and Y. Kim. (2013). “Performance Evaluation of Buried Concrete Pipe under Heavy Traffic Load.” Journal of the Korean Geotechnical Society, 29(12), 69-75.
35. F. T. S. Aragão and Y. Kim. (2012). “Mode I Fracture Characterization of Bituminous Paving Mixtures at Intermediate Service Temperatures.” Experimental Mechanics, 52(9), 1423-1434.
34. H. Ban and Y. Kim. (2012). “Integrated Experimental-Numerical Approach to Model Progressive Moisture Damage Behavior of Bituminous Paving Mixtures.” Canadian Journal of Civil Engineering, 39, 323-333.
33. Y. Kim, J. Zhang, and H. Ban. (2012). “Moisture Damage Characterization of Warm-Mix Asphalt Mixtures Based on Laboratory-Field Evaluation.” Construction and Building Materials, 31, 204-211.
32. L. T. Souza, Y. Kim, F. V. Souza, and L. S. Castro. (2012). “Experimental Testing and Finite Element Modeling to Evaluate the Effects of Aggregate Angularity on Bituminous Mixture Performance.” Journal of Materials in Civil Engineering, 24(3), 249-258.
31. Y. Kim, I. Pinto, and S. Park. (2012). “Experimental Evaluation of Anti-Stripping Additives in Bituminous Mixtures through Multiple Scale Laboratory Test Results.” Construction and Building Materials, 29, 386-393.
30. H. Ban, Y. Kim, and I. Pinto. (2011). “Integrated Experimental-Numerical Approach to Estimate Material-Specific Moisture Damage Characteristics of Binder-Aggregate Interface.” Transportation Research Record, 2209, 9-17.
29. Y. Kim and A. Bhasin. (2011). “Preface: Advances in the Modelling of Bituminous Materials at Multiple Length Scales.” International Journal of Pavement Engineering, 12(4), 289.
28. Y. Kim. (2011). “Cohesive Zone Model to Predict Fracture in Bituminous Materials and Asphaltic Pavements: State-of-the-Art Review.” International Journal of Pavement Engineering, 12(4), 343-356.
27. F. T. S. Aragão, Y. Kim, J. Lee, and D. H. Allen. (2011). “Micromechanical Model for Heterogeneous Asphalt Concrete Mixtures Subjected to Fracture Failure.” Journal of Materials in Civil Engineering, 23(1), 30-38.
26. F. T. S. Aragão, Y. Kim, P. Karki, and D. N. Little. (2010). “Semiempirical, Analytical, and Computational Predictions of Dynamic Modulus of Asphalt Concrete Mixtures.” Transportation Research Record, 2181, 19-27.
25. J. Lutif, F. V. Souza, Y. Kim, J. B. Soares, and D. H. Allen. (2010). “Multiscale Modeling to Predict the Mechanical Behavior of Asphalt Mixtures.” Transportation Research Record, 2181, 28-35.
24. Y. Kim, J. Lee, and J. Lutif. (2010). “Geometrical Evaluation and Experimental Verification to Determine Representative Volume Elements of Heterogeneous Asphalt Mixtures.” Journal of Testing and Evaluation, 38(6), 660-666.
23. Y. Kim, F. T. S. Aragão2, D. H. Allen, and D. N. Little. (2010). “Damage Modeling of Bituminous Mixtures Considering Mixture Microstructure, Viscoelasticity, and Cohesive Zone Fracture.” Canadian Journal of Civil Engineering, 37, 1125-1136.
22. F. T. S. Aragão, J. Lee, Y. Kim, and P. Karki. (2010). “Material-Specific Effects of Hydrated Lime on the Properties and Performance Behavior of Asphalt Mixtures and Asphaltic Pavements.” Construction and Building Materials, 24(4), 538-544.
21. Y. Kim, J. S. Lutif, and D. H. Allen. (2009). “Determining Representative Volume Elements of Asphalt Concrete Mixtures without Damage.” Transportation Research Record, 2127, 52-59.
20. F. V. Souza, Y. Kim, G. A. Gazonas, and D. H. Allen. (2009). “Computational Model for Predicting Nonlinear Viscoelastic Damage Evolution in Materials Subjected to Dynamic Loading.” Composites Part B - Engineering, 40, 483-494.
19. Y. Kim, H. Park, F. T. S. Aragão, and J. S. Lutif. (2009). “Effects of Aggregate Structure on Hot-Mix Asphalt Rutting Performance in Low Traffic Volume Local Pavements.” Construction and Building Materials, 23(6), 2177-2182.
18. J. Kim, H. J. Lee, Y. Kim, and H. B. Kim. (2009). “A Drainage System for Mitigating Moisture Damage to Bridge Deck Pavements.” Baltic Journal of Road and Bridge Engineering, 4(4), 168-176.
17. F. V. Souza, D. H. Allen, and Y. Kim. (2008). “Multiscale Model for Predicting Damage Evolution in Composites Due to Impact Loading.” Composites Science and Technology, 68, 2624-2634.
16. Y. Kim, J. Lutif, A. Bhasin, and D. N. Little. (2008). “Evaluation of Moisture Damage Mechanisms and Effects of Additives in Asphalt Mixtures through Measurements of Mixture Component Properties and Performance Testing.” Journal of Materials in Civil Engineering, 20(10), 659-667.
15. R. F. Soares, D. H. Allen, Y. Kim, C. Berthelot, J. B. Soares, and M. E. Rentschler. (2008). “A Computational Model for Predicting the Effect of Tire Configuration on Asphaltic Pavement Life.” Road Materials and Pavement Design, 9(2), 271-289.
14. Y. Kim, D. H. Allen, and D. N. Little. (2007). “Computational Constitutive Model for Predicting Nonlinear Viscoelastic Damage and Fracture Failure of Asphalt Concrete Mixtures.” International Journal of Geomechanics, 102-110.
13. Y. Kim, D. H. Allen, and D. N. Little. (2006). “Computational Model to Predict Fatigue Damage Behavior of Asphalt Mixtures under Cyclic Loading.” Transportation Research Record, 1970, 196-206.
12. Y. Kim, H. J. Lee, D. N. Little, and Y. R. Kim. (2006). “A Simple Testing Method to Evaluate Fatigue Fracture and Damage Performance of Asphalt Mixtures.” Journal of the Association of Asphalt Paving Technologists, 75, 755-787. Walter J. Emmons Best Paper Award.
11. Y. Kim, D. H. Allen, and G. D. Seidel. (2006). “Damage-Induced Modeling of Elastic-Viscoelastic Randomly Oriented Particulate Composites.” Journal of Engineering Materials and Technology, 18-27.
10. Y. Kim, D. H. Allen, and D. N. Little. (2005). “Damage-Induced Modeling of Asphalt Mixtures through Computational Micromechanics and Cohesive Zone Fracture.” Journal of Materials in Civil Engineering, 17(5), 477-484.
9. Y. Kim, D. N. Little, and R. L. Lytton. (2004). “Effect of Moisture Damage on Material Properties and Fatigue Resistance of Asphalt Mixtures.” Transportation Research Record, 1891, 48-54. Nomination of the K. B. Woods Best Paper Award.
8. Y. Kim and D. N. Little. (2004). “Linear Viscoelastic Analysis of Asphalt Mastics.” Journal of Materials in Civil Engineering, 16(2), 122-132.
7. Y. Kim, D. N. Little, and Injun Song. (2003). “Effect of Mineral Fillers on Fatigue Resistance and Fundamental Material Characteristics: Mechanistic Evaluation.” Transportation Research Record, 1832, 1-8.
6. Y. Kim and H, Lee. (2003). “Evaluation of the Effect of Aging on Mechanical and Fatigue Properties of Sand Asphalt Mixtures.” Journal of Civil Engineering, 7(4), 389-398.
5. S, Park and Y. Kim. (2003). “A Simple Approach of Estimating the Shear Strength Parameters for Unsaturated Soil-Aggregate Systems.” Journal of the Korean Geotechnical Society, 19(3), 75-82.
4. Y. Kim, D. N. Little, and R. L. Lytton. (2003). “Fatigue and Healing Characterization of Asphalt Mixtures.” Journal of Materials in Civil Engineering, 15(1), 75-83.
3. D. N. Little, Y. Kim, and R. George. (2002). “Use of Continuum Damage Fatigue Model and Dynamic Mechanical Analysis to Assess the Impact of Polymer Modification on Asphalt Mixtures.” Journal of Applied Asphalt Binder Technology, 2(2), 61-80.
2. Y. Kim, D. N. Little, and R. L. Lytton. (2002). “Use of Dynamic Mechanical Analysis (DMA) to Evaluate the Fatigue and Healing Potential of Asphalt Binders in Sand Asphalt Mixtures.” Journal of Association of Asphalt Paving Technologists, 71, 176-206.
1. Y. Kim, D. N. Little, and R. L. Lytton. (2001). “Evaluation of Microdamage, Healing, and Heat Dissipation of Asphalt Mixtures Using a Dynamic Mechanical Analyzer.” Transportation Research Record, 1767, 60-66.
5. H. Wang and Y. Kim. (2018). “Advanced Modeling and Characterization of Civil Infrastructure Materials.” ASCE Journal of Engineering Mechanics Special Issue.
4. Y. Kim and S. Underwood. (2015). “Multiscale, Multiphase, and Multiphysics Modeling of Bituminous Materials and Pavements.” International Journal of Pavement Engineering Special Issue.
3. Y. Kim and M. Marasteanu. (2012). “Use of Fracture Tests and Models.” Transportation Research Circular E-C161: Application of Advanced Models to Understand Behavior and Performance of Asphalt Mixtures, 29-43.
2. Y. Kim and A. Bhasin. (2011). “Advances in the Modeling of Bituminous Materials at Multiple Length Scales.” International Journal of Pavement Engineering Special Issue.
1. R. A. Tarefder, Y. Kim, Z. You, and L. Wang. (2010). “Pavements and Materials: Testing and Modeling in Multiple Length Scales.” ASCE Engineering Mechanics Special Publication.
85. S. R. Kommidi, Y. Kim, and D.-G. Kim. (2019). “Experimental and Numerical Investigation of the Mechanical and Fracture Properties of Rat Bone Based on a 3D-Multiscale Modeling Framework.” Paper Abstract of the 2019 ASCE-EMI Annual Conference, Caltech, California.
84. K. Zare-Rami and Y. Kim. (2019). “Multiscale Modeling of Cracking in Heterogeneous Materials Using an Adaptive Element Elimination Method.” Paper Abstract of the 2019 ASCE-EMI Annual Conference, Caltech, California.
83. M. Khedmati, Y. Kim, and J. A. Turner. (2019). “Microstructural-Nanomechanical-Chemical Mapping to Examine Material-Specific Characteristics of Cementitious Interphase Regions.” Paper Abstract of the 2019 ASCE-EMI Annual Conference, Caltech, California.
82. X. Zhang, M. Khedmati, B. Cui, and Y. Kim. (2019). “Densification Behavior and Mechanical Characteristics of FJS-1 Lunar Soil Simulant Using Spark Plasma Sintering (SPS) Method.” Paper Abstract of the 2019 ASCE-EMI Annual Conference, Caltech, California.
81. H. Alanazi, Y. Kim, and J. Hu. (2019). “Investigation of Sulfate-driven Deterioration in Hardened Cement Paste Using Integrated Microstructural-Chemical Characterization.” Paper Abstract of the 2019 ASCE-EMI Annual Conference, Caltech, California.
80. F. Fallah, F. Khabaz, and Y. Kim. (2019). “Molecular Dynamics Modeling and Simulation of Bituminous Binder Chemical Aging Due to Variation of Oxidation Level and Molecular Group Fraction.” Paper Abstract of the 2019 ASCE-EMI Annual Conference, Caltech, California.
79. J. Liu, E. K. Kim, F. Zheng, H. Shin, Y. Kim, and D-G. Kim. (2019). “Multiscale Characterization of Bone Estrogen Deficiency.” Extended Paper Abstract of the 2019 Annual Meeting of the Orthopaedic Research Society, Austin, Texas.
78. S. Amelian, Y. Kim, P. H. Osmari, F. T. Aragao, D. Braz, and P. F. Costa. (2019). “Development of a Volumetric Mix Design Approach for Fine Aggregate Matrix (FAM) and Validation with Micro-CT Method.” Extended Paper Abstract of the 2019 Annual Meeting of the Transportation Research Board, Washington, D.C.
77. M. Mamirov, J. Hu, and Y. Kim. (2019). “Optimization of Pavement Concrete Based on Theoretical and Experimental Particle Packing Methods and Pavement Workability Tests.” Extended Paper Abstract of the 2019 Annual Meeting of the Transportation Research Board, Washington, D.C.
76. H. F. Haghshenas and Y. Kim. (2018). “Chemical-Microstructural-Mechanical Tests and Kinetic Analyses to Evaluate Binder Aging: Laboratory vs. Field.” Paper Abstract of the 2019 International Conference on Highway Pavements & Airfield Technology, Chicago, Illinois.
75. S. Amelian and Y. Kim. (2018). “A Concurrent Mechanistic Pavement-Mixture Design Approach: Parametric Analysis and Comparison with Instrumented Flexible Pavements.” Paper Abstract of the 2019 International Conference on Highway Pavements & Airfield Technology, Chicago, Illinois.
74. J. E. S. Teixeira, G. Nsengiyumva, and Y. Kim. (2018). “Crack Modeling of Bituminous Mixtures Using Nonlinear Viscoelastic Cohesive Zone Considering Rate-, Mode-, and Aging-Dependent Fracture.” Paper Abstract of the 2019 International Conference on Highway Pavements & Airfield Technology, Chicago, Illinois.
73. S. R. Kommidi and Y. Kim. (2018). “Fatigue Characterization of Binder Using Sand Asphalt Mortar.” Paper Abstract of the 2019 International Conference on Highway Pavements & Airfield Technology, Chicago, Illinois.
72. Y. Kim. (2018). “Concurrent Multiscale Modeling of Complex Materials Subjected to Viscoelastic Deformation and Rate-dependent Fracture.” Paper Abstract of the 13th World Congress on Computational Mechanics, New York City, New York.
71. Y. Kim. (2018). “Multiscale-Multidisciplinary Approach for Advanced Materials and Sustainable/Resilient Civil Infrastructures.” Paper Abstract of the 2018 US-Korea Conference, Queens, New York.
70. K. Zare-Rami and Y. Kim. (2018). “Multiscale Modeling of Cementitious Interphase Region Subjected to Microcracking and Inelastic Deformation.” Paper Abstract of the 2018 ASCE-EMI Annual Conference, MIT, Massachusetts.
69. M. Khedmati, Y. Kim, H. Alanazi, and J. A. Turner. (2018). “Microstructural-Nanomechanical-Chemical Approach to Examine Material-Specific Characteristics of Cementitious Interphase Regions.” Paper Abstract of the 2018 ASCE-EMI Annual Conference, MIT, Massachusetts.
68. Y. Kim. (2018). “Multiscale Experimentation-Computation to Model Inelastic Deformation and Rate-Dependent Fracture of Complex Materials.” Paper Abstract of the 2018 ASCE-EMI Annual Conference, MIT, Massachusetts.
67. M. Khedmati, H. Alanazi, and Y. Kim. (2017). “Nanomechanical Properties of Interphase Zone in Fly Ash-Based Cementitious Concrete Mixture.” Proceeding of the 2017 MAIREINFRA Conference, Seoul, Korea, Best Paper Award.
66. Y. Kim. (2017). “Multiscale Approach Toward Sustainable/Resilient Civil Infrastructures.” Paper Abstract of the 2017 US-Korea Conference, Washington, D. C.
65. T. You and Y. Kim. (2017). “Predicting Mechanical Behavior of Bone Subjected to Viscoelastic Deformation and Fracture Damage Using Two-Way Coupled Multiscale Modeling.” Paper Abstract of the 2017 ASCE-EMI Annual Conference, University of California-San Diego, California.
64. F. Fallah, Y. Kim, and H. Haghshenas. (2017). “Molecular Dynamics Modeling and Simulation of Bitumen Chemical Aging.” Paper Abstract of the 2017 ASCE-EMI Annual Conference, University of California-San Diego, California.
63. M. Khedmati, H. Alanazi, and Y. Kim. (2017). “Microstructure Characteristics, Nanomechanical Properties, and Chemical Mapping of Interphase Region in Cementitious Mixtures.” Paper Abstract of the 2017 ASCE-EMI Annual Conference, University of California-San Diego, California.
62. K. Z. Rami, M. Khedmati, Y. Kim, S. Amerian, G. Nsengiyumva, and S. Kommidi. (2017). “Two-Way Linked Multiscale Modeling of Interphase Behavior in Cementitious Mixtures.” Paper Abstract of the 2017 ASCE-EMI Annual Conference, University of California-San Diego, California.
61. Y. Kim, K. Rami, and T. You. (2016). “Modeling of Heterogeneous Quasi-Brittle Solids with Viscoelasticity, Interface, Nonlinear Fracture, and Multiphysical Phenomena.” Paper Abstract of the 2016 ASCE-EMI Annual Conference, Vanderbilt University, Tennessee.
60. H. Alanazi and Y. Kim. (2016). “Microstructure and Nanomechanical Properties of the Interfacial Transition Zone in Geopolymer Concrete with Different Molar Ratios of SiO2/Na2O of Alkaline Activator.” Paper Abstract of the 2016 ASCE-EMI Annual Conference, Vanderbilt University, Tennessee.
59. H. Nabizadeh, S. Kommidi, and Y. Kim. (2016). “Viscoelastic Characterization of Bituminous Materials through Multiscale Testing-Analysis.” Paper Abstract of the 2016 ASCE-EMI Annual Conference, Vanderbilt University, Tennessee.
58. T. You, and Y. Kim. (2016). “A Two-Way Linked Multiscale Model to Analyze and Predict Pavement Damage Performance.” Paper Abstract of the 2016 ASCE-EMI Annual Conference, Vanderbilt University, Tennessee.
57. S. Im, H. Ban, and Y. Kim. (2016). “Semicircular Bend Fracture Test Integrated with Numerical Simulation to Characterize Mixed-mode Fracture Properties of Asphaltic Materials.” Paper Abstract of the 2016 ASCE-EMI Annual Conference, Vanderbilt University, Tennessee.
56. Y. Kim. (2016). “Multiscale-Multiphysics Modeling as Tools for Materials Selection, Mixture Design, and Pavement Structural Design.” Paper Abstract of the 1st Transportation Research Congress (TRC) in China, Beijing, China.
55. Y. Kim. (2016). “Multiscale Modeling of Mixtures-Structures Subjected to Damage.” Paper Abstract of the 2016 US-Korea Conference, Dallas, Texas.
54. Y. Kim, T. You, K. Z. Rami, and T. Park. (2016). “Multiscale Damage Modeling of Heterogeneous Quasi-Brittle Solids Subjected to Inelastic Deformation and Rate-dependent Fracture.” Paper Abstract of the International Symposium on Multi-Physical Solutions for Harsh Environments: Computations and Experiments, Hanyang University, Seoul, South Korea.
53. Y. Kim, T. You, D. H. Allen, and K. Z. Rami. (2015). “Microstructural Damage Modeling of Heterogeneous Quasi-Brittle Solids Subjected to Rate-dependent Fracture and Viscoelastic-Viscoplastic Deformation.” Paper Abstract of the Society of Engineering Science (SES) 52nd Annual Technical Meeting, College Station, Texas.
52. Y. Kim and T. You. (2015). “Linking Mixture-level Component Properties with Pavement Damage Performance: A Two-Way Linked Multiscale Model.” Paper Abstract of the ISAP 2016 Symposium, Jackson Hole, Wyoming.
51. H. Haghshenas, H. Nabizadeh, and Y. Kim. (2015). “High-RAP Asphalt Mixtures with Rejuvenators and Warm-mix Asphalt Additives: A Study Based on Two Scale Laboratory Test Results.” Proceeding of the Geo-Chicago 2016, Chicago, Illinois.
50. T. You, S. Im, and Y. Kim. (2015). “Characterization of Viscoelastic-Viscoplastic Behavior of Polymeric Materials Containing Aliphatic and Aromatic Hydrocarbons Derivatives.” Paper Abstract of the PolyChar 23, University of Nebraska, Lincoln, Nebraska.
49. Y. Kim, J. L. Teixeira, F. V. Souza, T. You, and D. H. Allen. (2015). “Multiscale Modeling of Heterogeneous Infrastructure Materials Subjected to Viscoelastic Deformation and Rate-Dependent Fracture.” Paper Abstract of the 13th US National Congress on Computational Mechanics, San Diego, California.
48. T. You and Y. Kim. (2015). “Characterization of Fracture Properties of Nonlinear-Inelastic Paving Mixtures Using an Integrated Experimental-Computational Approach.” Paper Abstract of the 13th US National Congress on Computational Mechanics, San Diego, California.
47. T. You, Y. Kim, and K. Z. Rami. (2015). “Microstructural Modeling of Heterogeneous Mixtures Subjected to Rate-Dependent Fracture and Viscoelastic-Viscoplastic Deformation.” Paper Abstract of the 2015 ASCE-EMI Annual Conference, Stanford University, California.
46. S. Im, T. You, H. Ban, and Y. Kim. (2015). “Multiscale Testing-Analysis of Asphaltic Materials Considering Viscoelastic and Viscoplastic Deformation.” Paper Abstract of the 2015 ASCE-EMI Annual Conference, Stanford University, California.
45. F. T. S. Aragão, D. Hartmann, A. Pazos, and Y. Kim. (2015). “Modeling Viscoelastic Deformation and Fracture Damage of Asphalt Mixtures.” Paper Abstract of the 2015 ASCE-EMI Annual Conference, Stanford University, California.
44. Y. Kim, F. T. S. Aragão, and T. You. (2015). “Microstructure Fracture Modeling of Viscoelastic Particulate Mixtures.” Paper Abstract of the 2015 US-Korea Conference, Atlanta, Georgia.
43. Y. Kim, J. L. Teixeira, F. V. Souza, and D. H. Allen. (2014). “Multiscale Computational Modeling of Multiphase Infrastructure Materials Subjected to Viscoelastic Deformation and Fracture.” Paper Abstract of the 2014 ASCE-EMI Annual Conference, McMaster University, Canada.
42. F. T. S. Aragão and Y. Kim. (2014). “Modeling the Effects of Constituent Properties on the Mechanical Behavior of Asphalt Mixtures.” Digital Paper of the 2014 ISAP Conference, Raleigh, North Carolina.
41. S. Im, H. Ban, and Y. Kim. (2014). “Characterization of Nonlinear Viscoelastic Material Properties of Asphalt Materials in Multiple Length Scales.” Digital Paper of the 2014 ISAP Conference, Raleigh, North Carolina.
40. S. Im, H. Ban, and Y. Kim. (2014). “Rutting and Cracking Modeling of Asphalt Pavements Considering Nonlinear Viscoelasticity and Cohesive Zone Fracture.” Digital Paper of the 2014 ISAP Conference, Raleigh, North Carolina.
39. J. L. Teixeira, Y. Kim, F. V. Souza, and D. H. Allen. (2014). “Multiscale Modeling of Asphaltic Media Considering Heterogeneity, Viscoelasticity, and Nonlinear Fracture Damage.” Digital Paper of the 2014 ISAP Conference, Raleigh, North Carolina.
38. Y. Kim and T. Park. (2013). “Multiscale Modeling of Damage Evolution in Elastic-Viscoelastic Particulate Composites.” Proceeding of the 2013 COSEIK Annual Conference, Yeosu, Korea.
37. Y. Kim, F. V. Souza, J. L. Teixeira, and S. Rhee. (2012). “A Multiscale Computational Model as a Mechanistic Pavement Design-Analysis Method.” Proceeding of the 1st International Pavement Engineering Conference, Busan, Korea.
36. Y. Kim, D. H. Allen, F. V. Souza, and S. Kim. (2012). “Multiscale Modeling to Analyze and Design Transportation Infrastructures Subjected to Inelastic-Nonlinear Damage Behavior.” Proceeding of the 2012 Korean Society of Civil Engineers National Conference, Gwangju, Korea.
35. Y. Kim, H. Ban, and S. Rhee. (2012). “Development of Fracture Mechanics Based Laboratory Test to Estimate Moisture Damage of Asphalt Mixtures.” Proceeding of the 2012 Korean Society of Civil Engineers National Conference, Gwangju, Korea.
34. H. Ban, S. Im, Y. Kim, and S. Park. (2012). “Low Temperature Crack Modeling of Asphalt Pavement.” Proceeding of the 2012 Korean Society of Road Engineers National Conference, Seoul, Korea.
33. S. Im, H. Ban, Y. Kim, and S. Rhee. (2012). “Mechanical Behavior of Asphaltic Mixture and Pavement Structure Considering Nonlinear Viscoelasticity.” Proceeding of the 2012 Korean Society of Road Engineers National Conference, Seoul, Korea.
32. F. T. S. Aragão, Y. Kim and J. B. Soares. (2012). “A Rate-Dependent Cohesive Zone Fracture Model for Asphaltic Materials.” Proceeding of the 2nd International Symposium on Asphalt Pavements and Environment, Fortaleza, Brazil.
31. S. Im, H. Ban, Y. Kim, and S. Park. (2012). “Comparison between a 3-D Finite Element Pavement Model and the Mechanistic-Empirical Pavement Design Guide for Asphalt Pavements.” Proceeding of the 2nd International Conference on Transportation Geotechnics, Hokkaido, Japan.
30. Y. Kim and J. Lutif. (2011). “A Two-Way Coupled Multiscale Model for Predicting Damage-Dependent Mechanical Behavior of Roadway Materials and Mixtures.” CD Publication of the 2011 NSF-CMMI Research and Innovation Conference, Atlanta, Georgia.
29. F. T. S. Aragão, Y. Kim, and M. Haft-Javaherian. (2011). “Modeling to Simulate Fracture Damage in Heterogeneous and Inelastic Asphalt Mixtures Based on Rate-Dependent Cohesive Zone Fracture.” Paper Abstract of the 2011 ASCE-EMI Annual Conference, Boston, Massachusetts.
28. F. T. S. Aragão, Y. Kim, and M. Haft-Javaherian. (2011). “A Cohesive Zone Fracture Model to Predict the Rate-Dependent Fracture Behavior of Heterogeneous and Viscoelastic Asphalt Mixtures.” Paper Abstract of the 11th US National Congress on Computational Mechanics, Minneapolis, Minnesota.
27. J. Lutif and Y. Kim. (2011). “A Two-Way Coupled Multiscale Model for Predicting Damage-Associated Performance of Asphaltic Media.” Paper Abstract of the 11th US National Congress on Computational Mechanics, Minneapolis, Minnesota.
26. Y. Kim (2011). “Constitutive Modeling of Roadway Mixtures and Structures.” Paper Abstract of the 2011 US-Korea Conference, Salt Lake City, Utah.
25. Y. Kim, F. V. Souza, and D. N. Little. (2010). “Multiscale Modeling of Bituminous Mixtures Considering Material Viscoelasticity and Cohesive Zone Fracture.” ASCE Engineering Mechanics Special Publication: Pavements and Materials: Testing and Modeling in Multiple Length Scales, 74-85.
24. F. T. S. Aragão and Y. Kim. (2010). “Modeling of Asphaltic Materials Subjected to Nonlinear Viscoelastic Fracture.” CD Publication of the 2010 Geo-Florida Conference, West Palm Beach, Florida.
23. Y. Kim (2010). “Multiscale Modeling of Roadway Mixtures and Structures.” Paper Abstract of the 2010 US-Korea Conference, Seattle, Washington.
22. R. Soares, Y. Kim and D. H. Allen. (2009). “FEM Multiscale Analysis of Pavement Structure Including Damage.” Proceeding of the 4th Biot Conference on Poromechanics, 517-522, Columbia University, New York.
21. J. Lutif, F. V. Souza, and Y. Kim. (2009). “A Multiscale Model for Predicting Mechanical Behavior of Geomaterials.” CD Publication of the 2009 NSF Engineering Research and Innovation Conference, Honolulu, Hawaii.
20. J. Lutif, F. V. Souza, Y. Kim, and D. H. Allen. (2009). “Multiscale Modeling for Predicting Mechanical Behavior of Asphaltic Composites.” Paper Abstract of the 10th U.S. National Congress on Computational Mechanics, Columbus, Ohio.
19. F. T. S. Aragão, Y. Kim, J. Lee, and D. H. Allen. (2009). “A Micromechanical Fracture Model for Heterogeneous and Rate-Dependent Asphalt Concrete Mixtures Using the Finite Element Method.” Paper Abstract of the 10th U.S. National Congress on Computational Mechanics, Columbus, Ohio.
18. Y. Kim, F. T. S. Aragão, J. Lutif, and D. H. Allen. (2009). “Modeling Fracture and Failure of Nonlinear-Inelastic Geomaterials and Infrastructure Systems.” Paper Abstract of the 2009 US-Korea Conference, Raleigh, North Carolina.
17. F. T. S. Aragão and Y. Kim. (2009). “Modeling Fracture and Failure of Nonlinear, Inelastic Asphalt Concrete Mixtures.” Paper Abstract of the 2009 Joint ASCE-ASME-SES Conference on Mechanics and Materials, Virginia Tech, Blacksburg, Virginia.
16. Y. Kim and D. H. Allen. (2008). “A Micromechanics-Based Modeling to Predict Fracture Failure of Heterogeneous Viscoelastic Geomaterials.” Paper Abstract of the 2008 US-Korea Conference (UKC) on Science, Technology, and Entrepreneurship, San Diego, California.
15. Y. Kim and J. Lutif. (2008). “Computational Micromechanics Modeling for Damage-Induced Behavior of Asphalt Mixtures Considering Viscoelasticity and Cohesive Zone Fracture.” ASCE Special Publication: Pavements and Materials: Modeling, Testing, and Performance, 17-25.
14. Y. Kim and J. Lutif. (2008). “A Model for Predicting Damage-Dependent Mechanical Responses of Asphalt Mixtures in Flexible Pavements.” CD Publication of the 2008 NSF Engineering Research and Innovation Conference, Knoxville, Tennessee.
13. Y. Kim, F. Freitas, and D. H. Allen. (2008). “A Micromechanics-Based Computational Model and Testing Protocol to Characterize Damage-Dependent Mechanical Responses of Asphalt Mixtures in Flexible Pavements.” Proceeding of the 6th RILEM International Conference on Cracking in Pavements, 295-304, Chicago, Illinois.
12. R. Soares, Y. Kim, and D. H. Allen. (2008). “Multiscale Computational Modeling for Predicting Evolution of Damage in Asphaltic Pavements.” Proceeding of the 6th RILEM International Conference on Cracking in Pavements, 599-608, Chicago, Illinois.
11. F. Freitas, Y. Kim, and D. H. Allen. (2007). “A Micromechanics-Based Technique to Predict Nonlinear-Inelastic Crack Growth in Asphalt Materials.” Paper Abstract of the 44th Annual Technical Meeting of the Society of Engineering Science (SES), Texas A&M University, College Station, Texas.
10. Y. Kim. (2007). “Use of Computational Micromechanics and Continuum Damage Mechanics to Characterize Fatigue Damage Behavior of Nonlinear-Viscoelastic Asphalt Mixtures.” Paper Abstract of the 44th Annual Technical Meeting of the Society of Engineering Science (SES), Texas A&M University, College Station, Texas.
9. F. V. Souza, D. H. Allen, and Y. Kim. (2007). “Multiscale Model for Predicting Damage Evolution in Composites Due to Impact Loading.” Paper Abstract of the 44th Annual Technical Meeting of the Society of Engineering Science (SES), Texas A&M University, College Station, Texas.
8. F. Freitas, D. H. Allen, and Y. Kim. (2006). “A Theoretical and Experimental Technique to Characterize Fracture Failure in Asphaltic Pavements.” Paper Abstract of the 43rd Annual Technical Meeting of the Society of Engineering Science (SES), Pennsylvania State University, University Park, Pennsylvania.
7. Y. Kim and D. H. Allen. (2005). “Development of Computational Model for Predicting Damage and Fracture Failure of Asphalt Concrete Mixtures.” Proceeding of the 5th International Conference on Road & Airfield Pavement Technology, 902-911, Seoul, Korea.
6. Y. Kim and D. N. Little. (2005). “A Simple and Reliable Testing-Analysis Method to Evaluate Fatigue Fracture of Asphalt Mixtures.” Proceeding of the 5th International Conference on Road & Airfield Pavement Technology, 918-927, Seoul, Korea.
5. D. H. Allen, Y. Kim, and F. Freitas. (2005). “A Theoretical and Experimental Technique for Predicting Multiple Cracks in Viscoelastic Composites.” Paper Abstract of the 2005 ASME International Mechanical Engineering Congress and Exposition, Orlando, Florida.
4. D. H. Allen, Y. Kim, and G. A. Gazonas. (2005). “A Computational Model for Predicting Damage Evolution in Viscoelastic Composites Subjected to Impact Loading.” Paper Abstract of the 2005 ASME International Mechanical Engineering Congress and Exposition, Orlando, Florida.
3. D. H. Allen and Y. Kim. (2004). “Damage-Induced Modeling of Elastic-Viscoelastic Randomly Oriented Particulate Composites.” Paper Abstract of the 2004 ASME International Mechanical Engineering Congress and Exposition, Anaheim, California, 2004.
2. Y. Kim, I. Song, and D. N. Little. (2003). “Use of Dynamic Mechanical Analysis to Predict Damage in Asphalt Mastic.” CD Publication of the 11th Annual International Center for Aggregate Research Symposium, Austin, Texas.
1. D. N. Little and Y. Kim. (2002). “Using Dynamic Mechanical Analysis as a Tool to Assess the Suitability of Fillers in Asphalt Mixtures Based on the Mastic Properties.” CD Publication of the 10th Annual International Center for Aggregate Research Symposium, Baltimore, Maryland.
29. Y. Kim, B. Cui, M. Khedmati, and X. Zhang. (2018). “Feasibility Study of Sintering Technologies for Lunar Simulant Solidification.” KICT Research Report.
28. G. Nsengiyumva, S. Kommidi, Y. Kim, H. Xu, and Y. Yang. (2018). “New Mixture Additives for Sustainable Bituminous Pavements.” NDOT Research Report.
27. S. Amelian and Y. Kim. (2017). “Evaluation of Tack Coating Practices for Asphalt Overlays in Nebraska.” NDOR Research Report.
26. Y. Kim, T. You, and L. R. Rilett. (2017). “Design and Evaluation of Modified Centerline Rumble Strips.” NDOR Research Report.
25. F. Fallah and Y. Kim. (2016). “Evaluation of Dowel Bar Inserter Practices in PCC Pavements with Magnetic Tomography Technology.” NDOR Research Report.
24. H. Haghshenas, H. Nabizadeh, Y. Kim, and S. Kommidi. (2016). “Research on High-RAP Asphalt Mixtures with Rejuvenators and WMA Additives.” NDOR Research Report.
23. K. Z. Rami and Y. Kim. (2015). “Automated Data Collection of Pavement Distresses to Advance Pavement Management System.” NDOR Research Report.
22. G. Nsengiyumva and Y. Kim. (2015). “Development of Semicircular Bend (SCB) Fracture Test.” NDOR Research Report.
21. S. Im, T. You, H. F. Haghshenas, and Y. Kim. (2015). “Evaluation of Thin Asphalt Overlay Practice Preserving Nebraska’s Asphalt Pavements.” NDOR Research Report.
20. Y. Kim, S. Im, H. Ban, and F. T. S. Aragão. (2014). “Impact of Truck Loading on Design and Analysis of Asphaltic Pavement Structures – Phase IV: Mixed-mode Fracture Characterization.” US-DOT/MATC Research Report.
19. Y. Kim, F. T. S. Aragão, H. Ban, P. Karki, and D. N. Little. (2013). “Microstructure Cohesive Zone Modeling for Cracking and Moisture Damage.” US-DOT/FHWA Research Report.
18. S. Im, H. Ban, and Y. Kim. (2012). “Research on Roadway Performance and Distress at Low Temperature.” NDOR Research Report.
17. S. Im, H. Ban, and Y. Kim. (2012). “Impact of Truck Loading on Design and Analysis of Asphaltic Pavement Structures – Phase III.” US-DOT/MATC Research Report.
16. S. Im, H. Ban, and Y. Kim. (2011). “Impact of Truck Loading on Design and Analysis of Asphaltic Pavement Structures – Phase II.” US-DOT/MATC Research Report.
15. Y. Kim and S. Im. (2010). “Layer Moduli of Nebraska Pavements for the New Mechanistic-Empirical Pavement Design Guide (MEPDG).” NDOR Research Report.
14. Y. Kim, J. Zhang, and H. Ban. (2010). “Implementation of Warm-Mix Asphalt Mixtures in Nebraska Pavements.” NDOR Research Report.
13. Y. K. Cho, T. Bode, and Y. Kim. (2010). “Infrared Thermography-Driven Flaw Detection and Evaluation of Hot Mix Asphalt Pavements.” NDOR Research Report.
12. Y. Kim, H. Ban, and S. Im. (2010). “Impact of Truck Loading on Design and Analysis of Asphaltic Pavement Structures.” US-DOT/MATC Research Report.
11. L. T. Souza and Y. Kim. (2009). “Effects of Aggregate Angularity on Mix Design Characteristics and Pavement Performance.” NDOR Research Report.
10. I. Pinto, Y. Kim, and H. Ban. (2009). “Moisture Sensitivity of Hot-Mix Asphalt Mixtures in Nebraska – Phase II.” NDOR Research Report.
9. M. Hong and Y. Kim. (2008). “Investigation of Asphalt Pavement Analyzer (APA) Testing Program in Nebraska.” NDOR Research Report.
8. F. T. S. Aragão, Y. Kim and J. Lee. (2008). “Research on Fatigue of Asphalt Mixtures and Pavements in Nebraska.” NDOR Research Report.
7. D. N. Little, E. A. Masad, Y. Kim, P. W. Jayawickrama, and Y. Yildirim. (2007). “Long-Term Research on Bituminous Coarse Aggregates.” TxDOT Research Report.
6. Y. Kim and J. Lutif. (2006). “Material Selection and Design Consideration for Moisture Damage of Asphalt Pavement.” NDOR Research Report.
5. Y. Kim, F. T. S. Aragão, and J. Lutif. (2006). “Restricted-Zone Requirements for Superpave Mixes Made with Local Aggregate Sources.” NDOR Research Report.
4. Y. Kim and D. N. Little. (2005). “Development of Specification-type Tests to Assess the Impact of Fine Aggregate and Mineral Filler on Fatigue Damage.” TxDOT Research Report.
3. Y. Kim and D. N. Little. (2003). “Development of Specification-type Tests to Assess Damage and Healing Properties of Bitumens and Mastics.” FHWA/WRI Research Report.
2. Y. Kim and D. N. Little. (1999). “Laboratory Evaluation of Pennzsuppress D as a Soil Stabilizer.” TTI Research Report.
1. Y. Kim and D. N. Little. (1999). “Laboratory Evaluation of Pennzsuppress D as an Alternative Prime Coat.” TTI Research Report.

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