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114 REFERENCES 1. Anderson, M. DâAngelo, J. and Huber, G. (2001).Forensic Investigation of Early Cracking on I-25 in Denver, Colorado. Report No. CDOT-DTD-R-2001-10, Colorado Department of Transportation, Denver, Colorado. 2. Harmelink, D., and Aschenbrener, T. (2003) Extent of Top-Down Cracking in Colorado. Report No. CDOT-DTD-R-2003-7, Colorado Department of Transportation, Denver, Colorado. 3. Harmelink, D., Shuler, S., and Aschenbrener, T. (2008) Top-Down Cracking in Asphalt Pavements: Causes, Effects, and Cures. Journal of Transportation Engineering, 134(1), 1â6. 4. Myers, L. A., and R. Roque (2002) âTop-down Crack Propagation in Bituminous Pavements and Implications for Pavement Management.â Journal of the Association of Asphalt Paving Technologists, Vol. 71, 651â670. 5. El Halim, A., O., Hassan, Y., Farha, M. and Bekheet, W. (2004) Surface Cracking: Origin and Causes, Theoretical and Field Studies. Cracking in Pavements: Mitigation, Risk Assessment and Prevention, Proceedings of the 5th International RILEM Conference, Limoges, 19â26. 6. Nunn, M. (1997) âLong-Life Flexible Pavement.â Proceedings of the 8th International Conference on Asphalt Pavements, Seattle, USA. 7. Hugo, F., and T.W. Kennedy (1985) âSurface Cracking of Asphalt Mixtures in Southern Africa,â Proceedings of the Association of Asphalt Paving Technologists, Vol. 54, 454â501. 8. Dauzats, M., and A. Rampal (1987) âMechanism of Surface Cracking in Wearing Courses,â Proceedings of the 6th International Conference on Asphalt Pavements, Ann Arbor, 232-247. 9. Gerritsen, A. H., van Gurp, C. A. P. M., van der Heide, J. P. J., Molenaar, A. A. A., and Pronk, A. C. (1987) âPrediction and Prevention of Surface Cracking in Asphaltic Pavements.â Proceedings of the 6th International Conference on Structural Design of Asphalt Pavements, The University of Michigan, Ann Arbor, Michigan, pp. 378â391. 10. Matsuno, S., and T. Nishizawa (1992) âMechanism of Longitudinal Surface Cracking in Asphalt Pavement.â 7th International Conference on Asphalt Pavements, Vol. 2, University of Nottingham, United Kingdom, 277â291. 11. Svasdisant, T., M. Schorsch, G. Y. Baladi and S. Pinyosunun (2002) âMechanistic Analysis of Top-Down Cracks in Asphalt Pavements.â Transportation Research Record: Journal of the Transportation Research Board, 1809, Transportation Research Board, Washington, D.C., 126â136. 12. Wamburga, J. H. G., J. N. Maina and H. R. Smith (1999) âKenya Asphaltic Materials Study.â Transportation Research Record: Journal of the Transportation Research Board, 1681, Transportation Research Board, Washington, D.C., 129â137. 13. Pellinen, T., Rowe, G., and Biswas, K. (2004) Evaluation of surface (top down) longitudinal wheel path cracking. Final report FHWA/IN/JTRP-2004/6, Indiana Department of Transportation.
115 14. Worel, B. (2003) âMnRoad HMA Performance,â Presented at the MnRoad Workshop, Mn/ Road Office of Materials, http://mnroad.dot.state.mn.us, Maplewood, MN. 15. De Freitas, E. F., Pereira, P., Picado-Santos, L., and Papagiannakis, A. T. (2005) âEffect of Construction Quality, Temperature, and Rutting on Initiation of Top-Down Cracking.â Transportation Research Record: Journal of the Transportation Research Board, 1929, Transportation Research Board, Washington, D.C., 174â182. 16. Komoriya, K., T. Yoshida, and H. Nitta. (2001) âWA-DA-CHI-WA-RE Surface Longitudinal Cracks on Asphalt Concrete Pavement.â TRB 80th Annual Meeting (CD- ROM), Transportation Research Board, Washington, D.C. 17. Zhang, Z., R. Roque, and B. Birgisson .(2001b) âEvaluation of LaboratoryâMeasured Crack Growth Rate for Asphalt Mixtures.â Transportation Research Record: Journal of the Transportation Research Board, 1767, Transportation Research Board, Washington, D.C., 67â75. 18. Witczak, M. W., and O. A. Fonseca. (1996) âRevised Predictive Model for Dynamic (Complex) Modulus of Asphalt Mixtures.â Transportation Research Record: Journal of the Transportation Research Board, 1540, Transportation Research Board, Washington, D.C., 15â23. 19. Deme, I. J., and F. D., Young. (1987) âSte. Anne Test Road Revisited Twenty Years Later.â Proceedings, Canadian Technical Asphalt Association, Vol. 32, 254â283. 20. Birgisson, B., Wang, J., and Roque, R. (2006). âImplementation of the Florida Cracking Model into the Mechanistic-Empirical Pavement Design.â Report No. UF# 0003932, Florida Department of Transportation. 21. Myers, L. A., R. Roque and B. E. Ruth. (1998) âMechanisms of Surface-Initiated longitudinal Wheel Path Cracks in High-Type Bituminous Pavements,â Journal of the Association of Asphalt Paving Technologists, Vol. 67, 401â428. 22. Myers, L., R. Roque, B. Ruth and C. Drakos. (1999) âMeasurement of Contact Stresses for Different Truck Tire Types to Evaluate Their Influence on Near-Surface Cracking and Rutting.â Transportation Research Record: Journal of the Transportation Research Board, 1655, Transportation Research Board, Washington, D.C., 175â184. 23. Merrill, D. (2000) âInvestigating the Causes of Surface Cracking in Flexible Pavements Using Improved Mathematical Models.â Ph.D. Dissertation, University of Wales Swansea. 24. Tsai, B. W., Harvey, J. T., and Monismith, C. L. (2002) âHigh Temperature Fatigue and Fatigue Damage Process of Aggregate-Asphalt Mixes.â Journal of the Association of Asphalt Paving Technologists, Vol. 71, 345â385. 25. Highter, W. H., and D. J. Wall. (1984) âThermal Properties of Some Asphaltic Concrete Mixes.â Transportation Research Record: Journal of the Transportation Research Board, 968, Transportation Research Board, Washington, D.C., 38â45. 26. Kavianipour, A., and J. V. Beck (1977) âThermal Property Estimation Utilizing the Laplace Transform with Application to Asphaltic Pavement.â International Journal of Heat and Mass Transfer, 20(3), 259â267. 27. Tan, S., B. Low, and T. Fwa. (1992) âDetermination of Thermal Conductivity and Diffusivity by Transient Heating of a Thin Slab.â Building & Environment, 27(1), 71â76.
116 28. Tan, S., T. Fwa, C. Chuai, and B. Low. (1997) âDetermination of Thermal Properties of Pavement Materials and Unbound Aggregates by Transient Heat Conduction.â Journal of Testing and Evaluation, ASTM, 25(1), 15â22. 29. Mahoney, J. P. (2001) âStudy of LongâLasting Pavements in Washington State,â Transportation Research Circular 503: Perpetual Bituminous Pavements, Transportation Research Board, Washington, D.C., 88â95. 30. Roque, R., Zou, J., Kim, Y.R., Baek, C.M., Thirunavukkarasu, S., Underwood, B.S., and Guddati, M.N. (2010) NCHRP Web-Only Document 162: Top-Down Cracking of Hot-Mix Asphalt Layers: Models for Initiation and Propagation. TRB, National Research Council, Washington, D.C. 31. Mirza, M. W., and M. W. Witczak. (1995) âDevelopment of a Global Aging System for Short and Long Term Aging of Asphalt Cements.â Journal of the Association of Asphalt Paving Technologists, Vol. 64, 393â430. 32. Uchida K., T. Kurokawa, K. Himeno, and T. Nishizawa. (2002) âHealing Characteristics of Asphalt Mixture under High Temperature Conditions.â The 9th International Conference on Asphalt Pavements (CD-ROM), Copenhagen, Denmark. 33. Leech, D. and Nunn, M. E. (1997) âDeterioration Mechanisms in Flexible Roads.â Proceedings of the 2nd European Symposium on the Performance and Durability of Bituminous Materials, Leeds. 34. De Beer, M., Fisher, C., and Jooste, F. J. (1997) âDetermination of Pneumatic tyre/pavement interface contact stresses under moving loads and some effects on pavement with thin asphalt surfacing layers.â Proceedings of the 8th International Conference on Asphalt Pavements, Seattle, 179â227. 35. Fernando, E., Musani, D., Park, D., and Liu, W. (2006) âEvaluation of effects of tire size and inflation pressure on tire contact stresses and pavement response.â FHWA/ TX-06/0-4361-1, Texas Transportation Institute, College Station, TX 77843. 36. Weissman S. L. (1999) âInfluence of Tire-Pavement Contact Stress Distribution on Development of Distress Mechanisms in Pavements.â Transportation Research Record: Journal of the Transportation Research Board, 1655, Transportation Research Board, Washington, D.C., 161â167. 37. Pottinger, M.G. (1992) âThe Three-Dimensional Contact Patch Stress Field of Solid and Pneumatic Tires,â Tire Science and Technology, TSTCA, 20(1), 3â32. 38. Sebaaly, P., and N. Tabatabaee (1989) âEffects of Tire Pressure and Type on Response of Flexible Pavement.â Transportation Research Record: Journal of the Transportation Research Board, 1227, Transportation Research Board, Washington, D.C., 115â127. 39. Jacobs, M., de Bondt, A., Molenaar, A., and P. Hopman. (1992) âCracking in Asphalt Concrete Pavements,â Proceedings of the 7th International Conference on Asphalt Pavements, 89â105. 40. Lippmann, S.A. (1985) âEffects of Tire Structure and Operating Conditions on the Distribution of Stress Between the Tread and the Road,â The Tire Pavement Interface, ASTM, Philadelphia, 91â109.
41. Perret, J. (2002) âThe Effect of Loading Conditions on Pavement Response Calculated Using a Linear-Elastic Model,â Proceeding of the 3rd International Symposium on 3D Finite Element for Pavement Analysis, Design and Research, 283â303. 42. Holewinski, J. M., S. Soon, A. Drescher and H. Stolarski (2003) âInvestigation of Factors Related to Surface-Initiated Cracks in Flexible Pavements.â Report No. MN/RC-2003-07, Minnesota Department of Transportation, St. Paul, Minnesota. 43. Roque, R., L. A. Myers and B. Birgisson. (2000) âEvaluation of Measured Tire Contact Stresses for the Prediction of Pavement Response and Performance,â Transportation Research Record: Journal of the Transportation Research Board, 1716, Transportation Research Board, Washington, D.C., 73â81. 44. Soon, S., A. Drescher, H. K. Stolarski (2004) âTire-Induced Surface Stresses in Flexible Pavements,â Transportation Research Record: Journal of the Transportation Research Board, 1896, Transportation Research Board, Washington, D.C., 170â176. 45. Bensalem, A., A.J. Brown, M.E. Nunn, D.B. Merrill, and W.G. Lloyd. (2000) âFinite Element Modeling of Fully Flexible Pavement: Surface Cracking and Wheel Interaction,â Proceedings of the 2nd International Symposium on 3D Finite Element for Pavement Analysis, Design, and Research, 103â113. 46. Collop, A. and D. Cebon (1995) âA Theoretical Analysis of Fatigue Cracking in Flexible Pavements.â Proceedings of the Institution of Mechanical Engineers. Part C, 209(5), 345-361. 47. Jacobs, M.M.J. (1995). âCrack Growth in Asphaltic Mixes.â Ph.D. dissertation, Delft University of Technology, The Netherlands. 48. Luo, R., and Prozzi, J. A. (2007a) âEffect of Measured ThreeâDimensional TireâPavement Contact Stress on Pavement Response at Asphalt Surface.â Transportation Research Record: Journal of the Transportation Research Board, 2037, Transportation Research Board, Washington, D.C., 115â127. 49. Luo, R. and Prozzi, J. A. (2007b) âStrain Distribution in the Asphalt Layer under Measured 3-D Tire-Pavement Contact Stresses.â Road Materials and Pavement Design, 8(1), 61â86. 50. Perdomo, D., and B. Nokes. (1993) âTheoretical Analysis of the Effects of WideâBase Tires on Flexible Pavement Using CIRCLY.â Transportation Research Record: Journal of the Transportation Research Board, 1388, Transportation Research Board, Washington, D.C. 108â119. 51. Khavassefat, P., Jelagin, D., Birgisson, B. (2012) âA Computational Framework for Viscoelastic Analysis of Flexible Pavements Under Moving Loads.â Materials and Structures, 45, 1655â1671. 52. Mun, S. (2003) âNonlinear Finite Element Analysis of Pavements and Its Application to Performance Evaluation.â Ph.D. Dissertation, North Carolina State University, Raleigh, NC. 53. Wang, L. B., L. A. Myers, L. N. Mohammad and Y. R. Fu (2003) âA Micromechanics Study on Top-Down Cracking.â Transportation Research Record: Journal of the Transportation Research Board, 1853, Transportation Research Board, Washington, D.C., 121-133. 54. Prozzi, J. A., and Hong, F. (2006) âEvaluate Equipment, Methods, and Pavement Design 117
118 55. Wang, F., Machemehl, R. B., and Popova, E. (2010) âToward Monte Carlo Simulation- Based Mechanistic-Empirical Prediction of Asphalt Pavement Performance.â Journal of Transportation Engineering, 136(7), 678â688. 56. Wang, F., and R. Machemehl (2006) âPredicting Truck Tire Pressure Effects Upon Pavement Performance.â Report No. SWUTC/06/167864-1, Center for Transportation Research, the Univ. of Texas at Austin, Austin, Texas. 57. Al-Yagout, M. A., Mahoney, J. P., Pierce, L. M., and Hallenbeck, M. E. (2005) âImproving Traffic Characterization to Enhance Pavement Design and Performance: Load Spectra Development.â Report No. WA-RD 600.1, 2005, Washington State Department of Transportation. 58. Li, J., Pierce, L. M., Hallenbeck, M. E., and Uhlmeyer, J. (2009) âSensitivity of Axle Load Spectra in the Mechanistic-Empirical Pavement Design Guide for Washington State.â Transportation Research Record: Journal of the Transportation Research Board, 2093, Transportation Research Board, Washington, D.C., 50â56. 59. Tran, N. H., and Hall, K. D. (2007) âDevelopment and Influence of Statewide Axle Load Spectra on Flexible Pavement Performance.â Transportation Research Record: Journal of the Transportation Research Board, 2037, Transportation Research Board, Washington, D.C., 106-114. 60. Merrill, D. (2000) âInvestigating the Causes of Surface Cracking in Flexible Pavements Using Improved Mathematical Models.â Ph.D. Dissertation, University of Wales Swansea. 61. Chiasson, A. D., Yavuzturk, C., and Ksaibati, K. (2008) âLinearized Approach for Predicting Thermal Stresses in Asphalt Pavements Due to Environmental Conditions.â Journal of Materials in Civil Engineering, 20(2), 118-127. 62. Shahin, Y. (1977) âDesign System for Minimizing Asphalt Concrete Thermal Cracking.â The 4th International Conference Structure Design of Asphalt Pavement, Vol. 1, 920-932. 63. Hiltunen, D. R., and R. Roque (1994a) âA Mechanics-Based Prediction Model for Thermal Cracking of Asphaltic Concrete Pavements.â Journal of the Association of Asphalt Paving Technologists, Vol. 63, 81-117. 64. Hiltunen, D. R., and R. Roque (1994b) âThe Use of Time-Temperature Superposition to Fundamentally Characterize Asphaltic Concrete Mixtures at Low Temperatures.â Engineering Properties of Asphalt Mixtures and the Relationship to their Performance, STP15563S, G. Huber and D. Decker, Ed., ASTM International, West Conshohocken, PA, 74-93. 65. Chehab, G. R., and Kim, Y. R. (2005) âViscoelastoplastic Continuum Damage Model Application to Thermal Cracking of Asphalt Concrete.â Journal of Materials in Civil Engineering, 17(4), 384-392. 66. Roque, R., and B. E. Ruth (1990) âMechanisms of Modeling of Surface Cracking in Asphalt Pavements.â Proceedings of the Association of Asphalt Paving Technologists, Vol. 59, 396-421. Implications for Texas Conditions of the AASHTO2002, Axle Load Spectra Traffic Methodology.â Report 0-4510, Center for Transportation Research, the University of Texas at Austin, Austin, Texas.
119 67. Fabb, T. R. J. (1974) âThe Influence of Mix Composition, Binder Properties and Cooling Rate on Asphalt Cracking at Low Temperature.â Proceeding of Association of Asphalt Paving Technologists, 43, 285â331. 68. Jackson, N. M., and Vinson, T. S. (1996) âAnalysis of Thermal Fatigue Distress of Asphalt Concrete Pavements.â Transportation Research Record: Journal of the Transportation Research Board, 1545, Transportation Research Board, Washington, D.C., 43â49. 69. Monismith, C. L., G. A. Secor, and K. E. Secor. (1965) âTemperature Induced Stresses and Deformations in Asphalt Concrete.â Proceeding of Association of Asphalt Paving Technologists, Vol. 34, 248â285. 70. Lytton, R.L., F.L. Tsai, S-I. Lee, R. Luo, S. Hu, and F. Zhou. (2010) NCHRP Report 669: Models for Predicting Reflection Cracking of Hot-Mix Asphalt Overlays. Transportation Research Board of the National Academies, Washington, D.C. 71. Han, R., Jin, X., and Glover, C.J. (2011) âModeling Pavement Temperature for Use in Binder Oxidation Models and Pavement Performance Prediction.â Journal of Materials in Civil Engineering, 23(4), 351â359. 72. Van Bijsterveld, W. T., Houben, L. J., Scarpas, A., and Molenaar, A. A. (2001) âUsing Pavement as Solar Collector: Effect on Pavement Temperature and Structural Response.â Transportation Research Record: Journal of the Transportation Research Board, 1778, Transportation Research Board, Washington, D.C., 140â148. 73. Diefenderfer, B. K., Al-Qadi, I. L., and Reubush, S. D. (2002) âPrediction of Daily Temperature Profile in Flexible Pavements.â TRB 85th Annual Meeting Compendium of Papers (CD-ROM), Transportation Research Board, Washington, D.C. 74. Diefenderfer, B. K., Al-Qadi, I. L., and Diefenderfer, S. D. (2006) âModel to Predict Pavement Temperature Profile: Development and Validation.â Journal of Transportation Engineering, 132(2), 162â167. 75. Marshall, C., Meier, R. W., and Welsh, M. (2001) âSeasonal Temperature Effects on Flexible Pavements in Tennessee.â Transportation Research Record: Journal of the Transportation Research Board, 1764, Transportation Research Board, Washington, D.C., 89â96. 76. Park, D., Buch, N., and Chatti, K. (2001) âEffective Layer Temperature Prediction Model and Temperature Correction via Falling Weight Deflectometer Deflections.â Transportation Research Record: Journal of the Transportation Research Board, 1764, Transportation Research Board, Washington, D.C., 97â111. 77. Hermansson, A. (2000) âSimulation Model for Calculating Pavement Temperatures, Including Maximum Temperature.â Transportation Research Record: Journal of the Transportation Research Board, 1699, Transportation Research Board, Washington, D.C., 134â141. 78. Hermansson, A. (2001) âA Mathematical Model for Calculating Pavement Temperatures, Comparisons Between Calculated and Measured Temperatures.â TRB 80th Annual Meeting Compendium of Papers (CD-ROM), Transportation Research Board, Washington, D.C. 79. Schorsch, M., Chang, C.M., Baladi, G.Y., Petit, C., Al-Qadi, I.L. and Millien, A. (2004) âEffects of Segregation on the Initiation and Propagation of Top-Down Cracks.â Proceeding of Fifth International RILEM Conference on Reflective Cracking in Pavements, 3-10.
120 80. Stuart, K., Mogawer, W., Romero, P. (2001) âValidation of the Superpave Asphalt Binder Fatigue Cracking Parameter Using an Accelerated Loading Facility.â Report No. FHWARD-01-093, Turner Fairbank Highway Research Centre, McLean, VA. 81. Beck, J. V., and S. Al-Araji. (1974) âInvestigation of New Simple Transient Method of Thermal Property Measurement.â ASME Journal of Heat Transfer, 96, 59â64. 82. Mrawira, D. M., and Luca, J. (2002) âThermal Properties and Transient Temperature Response of Full-Depth Asphalt Pavements.â Transportation Research Record: Journal of the Transportation Research Board, 1809, Transportation Research Board, Washington, D.C., 160â171. 83. Dempsey, B. J. (1970) âA Heat Transfer Model for Evaluating Frost Action and Temperature Related Effects in Multilayered Pavement Systems.â Highway Research Record, No. 342, National Research Council, 39â56. 84. Solaimanian, M. and T. W. Kennedy. (1993) âPredicting Maximum Pavement Surface Temperature Using Maximum Air Temperature and Hourly Solar Radiation.â Transportation Research Record: Journal of the Transportation Research Board, 1417, Transportation Research Board, Washington, D.C., 1â11. 85. Asaeda, T., and Ca, V. T. (1993) âThe Subsurface Transport of Heat and Moisture and Its Effect on the Environment: A Numerical Model.â Boundary-Layer Meteorology, 65(1-2), 159-179. 86. Yavuzturk, C., Ksaibati, K., and Chiasson, A. D. (2005) âAssessment of Temperature Fluctuations in Asphalt Pavements Due to Thermal Environmental Conditions Using a Two-Dimensional, Transient Finite-Difference Approach.â Journal of Materials in Civil Engineering, 17(4), 465â475. 87. Lytton, R., D. Pufahl, H. Michalak, H. Liang, and B. Dempsey. (1990) âAn Integrated Model of the Climatic Effects on Pavementsâ, Report 033, Texas Transportation Institute, Texas A&M University, College Station, Texas. 88. Myers, L.A. (1997) âMechanism of Wheel Path Cracking That Initiates at the Surface of Asphalt Pavements.â Master Thesis, University of Florida, Gainesville, FL. 89. Brocks, W., Klingbeil, D., Kunecke, G., and Sun, D. Z. (1995) âApplication of the Gurson Model to Ductile Tearing Resistance.â ASTM Special Technical Publication, ASTM, Philadelphia, PA, 232-254. 90. Gao, X., Faleskog, J., Shih, C. F., and Dodds Jr, R. H. (1998) âDuctile Tearing in Part- Through Cracks: Experiments and Cell-Model Predictions.â Engineering fracture Mechanics, 59(6), 761-777. 91. Xia, L., and Shih, C. F. (1995) âDuctile Crack Growth-I. A Numerical Study Using Computational Cells with Microstructurally-Based Length Scales.â Journal of the Mechanics and Physics of Solids, 43(2), 233â259. 92. Lee, H. J., Y. R. Kim, and S. W. Lee. (2003) âPrediction of Asphalt Mix Fatigue Life with Viscoelastic Material Properties.â Transportation Research Record: Journal of the Transportation Research Board, 1832, Transportation Research Board, Washington, D.C., 139â147.
121 93. Roque, R., Z. Zhang, and B. Sankar. (1999) âDetermination of Crack Growth Rate Parameters of Asphalt Mixtures Using the SuperPave Indirect Tensile Test (IDT).â Journal of the Association of Asphalt Paving Technologists, Vol. 68, 404â433. 94. Roque, R., B. Birgisson, B. Sangpetgnam, and Z. Zhang. (2002) âHot Mix Asphalt Fracture Mechanics: A Fundamental Crack Growth Law for Asphalt Mixtures.â Journal of the Association of Asphalt Paving Technologists, Vol. 71, 816â828. 95. Zhang, Z., R. Roque, B. Birgisson, and B. Sangpetgnam, (2001a) âIdentification and Verification of a Suitable Crack Growth Law for Asphalt Mixtures.â Journal of the Association of Asphalt Paving Technologists, Vol. 70, 206â241. 96. Luo, X., R. Luo, and R.L. Lytton (2014) âEnergyâBased Crack Initiation Criterion for Visco-Elasto-Plastic Materials with Distributed Cracks.â Journal of Engineering Mechanics, Vol.141, No. 2, p. 04014114. 97. Birgisson, B., B. Sangpetngam, and R. Roque. (2002) âPredicting Viscoelastic Response and Crack Growth in Asphalt Mixtures with the Boundary Element Methodâ. Transportation Research Record: Journal of the Transportation Research Board, 1789, Transportation Research Board, Washington, D.C., 29â135. 98. Sangpetngam, B., B. Birgisson, and R. Roque. (2003) âDevelopment of Efficient Crack Growth Simulator Based on Hot-Mix Asphalt Fracture Mechanics.â Transportation Research Record: Journal of the Transportation Research Board, 1832, Transportation Research Board, Washington, D.C., 105â112. 99. Hutchinson, J. W., and A. G. Evans (2000) âMechanics of Materials: Top-Down Approaches to Fracture.â Acta Materialia, 48(1), 125-135. 100. Baladi, G. Y., Schorsch, M., and Svasdisant, T. (2003) âDetermining the Causes of Top- Down Cracks in Bituminous Pavements.â Report MDOT-PRCE-MSU-2003-110, Michigan Department of Transportation. 101. Luo, X., Luo, R., and Lytton, R.L. (2013a) âCharacterization of Fatigue Damage in Asphalt Mixtures Using Pseudo Strain Energy.â Journal of Materials in Civil Engineering, ASCE; 25(2), 208â218. 102. Luo, X., R. Luo, and R.L. Lytton. (2013b) âEnergy-Based Mechanistic Approach to Characterize Crack Growth of Asphalt Mixtures.â Journal of Materials in Civil Engineering, Vol. 25, No. 9, pp.1198â1208. 103. Luo, X., Luo, R., and Lytton, R.L. (2013c) âModified Parisâ Law to Predict Entire Crack Growth in Asphalt Mixtures.â Transportation Research Record: Journal of the Transportation Research Board, 2373, Transportation Research Board, Washington, D.C., 54â62. 104. Jacobs, M. M. J., P. C. Hopman, and A. A. A. Molenaar. (1996) âApplication of Fracture Mechanics Principles to Analyze Cracking in Asphalt Concrete.â Journal of the Association of Asphalt Paving Technologists, Vol. 65, 1â39. 105. Bayomy, F. M., M. A. Mull-Aglan, A. A. Abdo, and M. J. Santi. (2006) âEvaluation of Hot Mix Asphalt (HMA) Fracture Resistance Using Critical Strain Energy Release Rate.â TRB 85th Annual Meeting Compendium of Papers (CD-ROM), Transportation Research Board, Washington, D.C.
122 106. Wagoner, M. P., W. G. Buttlar, and G. H. Paulino. (2005) âDisk-Shaped Compact Tension Test for Asphalt Concrete Fracture.â Experimental Mechanics, 45(3), 270â277. 107. Wagoner, M. P. (2006) âFracture Tests for Bituminous-Aggregate Mixtures: Laboratory and Field Investigations.â PhD dissertation. University of Illinois at UrbanaâChampaign, Urbana, IL. 108. Kuai, H., Lee, H. J., Zi, G., and Mun, S. (2009) âApplication of Generalized J-Integral to Crack Propagation Modeling of Asphalt Concrete Under Repeated Loading.â Transportation Research Record: Journal of the Transportation Research Board, 2127, Transportation Research Board, Washington, D.C., 72â81. 109. Luo, X., Y. Zhang, and R.L. Lytton (2016) âImplementation of Pseudo J-Integral Based Parisâ Law for Fatigue Cracking in Asphalt Mixtures and Pavements.â Materials and Structures, Vol. 49, No. 9, pp. 3713â3732. 110. Song, S. H. (2006) âFracture of Asphalt Concrete: A Cohesive Zone Modeling Approach Considering Viscoelastic Effects.â PhD dissertation. University of Illinois at Urbanaâ Champaign, Urbana, IL. 111. Luo, H., Zhu, H. P., Miao, Y., and Chen, C. Y. (2010) âSimulation of Top-Down Crack Propagation in Asphalt Pavements.â Journal of Zhejiang University SCIENCE A, 11(3), 223-230. 112. Myers, L., Roque, R., and Birgisson, B. (2001) âPropagation Mechanisms for Surface- Initiated Longitudinal Wheelpath Cracks.â Transportation Research Record: Journal of the Transportation Research Board, 1778, Transportation Research Board, Washington, D.C., 113-122. 113. Zhang, Z. (2000) âIdentification of Suitable Crack Growth Law for Asphalt Mixtures Using the Superpave Indirect Tensile Test (IDT).â Ph.D. dissertation. University of Florida, Gainesville, FL. 114. Shou, K. J., and S. L. Crouch. (1995) âA Higher Order Displacement Discontinuity Method for Analysis of Crack Problems.â International Journal of Rock Mechanics and Mineral Science and Geomechanics Abstracts, 32(1), 49â55. 115. Chou, J, Wende A. O'Neill and H.D. Cheng (1994) âPavement Distress Classification Using Neural Networks.â Proceedings of the IEEE International Conference on Systems, Man and Cybernetics, v.1, Piscataway, NJ, 397â401. 116. Chou, J, Wende A. O'Neill and H.D. Cheng (1995) âPavement Distress Evaluation Using Fuzzy Logic and Moment Invariants.â Transportation Research Record: Journal of the Transportation Research Board, 1505, Transportation Research Board, Washington, D.C., 39-46. 117. Lee, B. J., and Lee, H. (2004) âPositionâInvariant Neural Network for Digital Pavement Crack Analysis.â Computerâ Aided Civil and Infrastructure Engineering, 19(2), 105-118. 118. Cheng, H. D., Wang, J., Hu, Y. G., Glazier, C., Shi, X. J., and Chen, X. W. (2001) âNovel Approach to Pavement Cracking Detection Based on Neural Network.â Transportation Research Record: Journal of the Transportation Research Board, 1764, Transportation Research Board, Washington, D.C., 119â127. 119. Kaseko, M. S., and Ritchie, S. G. (1993) âA Neural Network-Based Methodology for Pavement Crack Detection and Classification.â Transportation Research Part C: Emerging Technologies, 1(4), 275â291.
123 120. Eldin, Neil N. and Ahmed B. Senouci (1995) âCondition Rating of Rigid Pavements by Neural Networks.â Canadian Journal of Civil Engineering, 22(5), 861â870. 121. Pant, P. D., X. Zhou, R. S. Arudi, A. Bodocsi and A. E. Aktan (1993) âNeuralâNetworkâ Based Procedure for Condition Assessment of Utility Cuts in Flexible Pavements.â Transportation Research Record: Journal of the Transportation Research Board, 1399, Transportation Research Board, Washington, D.C., 8â13. 122. ARA, Inc. (2004) âGuide for Mechanistic-Empirical Design of New and Rehabilitated Pavement Structures.â Contractor's Final Report for NCHRP Project 1-37A. Transportation Research Board, National Research Council, Washington, D.C. 123. AASHTO (2008) Mechanistic-Empirical Pavement Design Guide. A Manual of Practice, Interim Edition, American Association of State Highway and Transportation Officials, Washington, D.C. 124. Luo X., Luo R., Lytton R.L. (2013) âCharacterization of Asphalt Mixtures Using Controlled-Strain Repeated Direct Tension Test.â Journal of Materials in Civil Engineering,25(2):194-207. 125. Glover, C.J., G. Liu, A.A. Rose, Y. Tong, F. Gu, M. Ling, E. Arambula, C. Estakhri, R. L. Lytton. (2014) âEvaluation of Binder Aging and Its Influence in Aging of Hot Mix Asphalt Concrete.â Research Report No. FHWA/TX-14/0-6613-1, Texas A&M Transportation Institute, College Station, Texas. 126. Marasteanu, M.O., Anderson, D.A. (1999) âImproved Model for Bitumen Rheological Characterization.â Eurobitume Workshop on Performance Related Properties for Bituminous Binders, Luxembourg. 127. Petersen, J. C., J. F. Branthaver, R. E. Robertson, P. M. Harnsberger, J. J. Duvall, and E. K. Ensley. (1993) Effects of Physiochemical Factors on Asphalt Oxidation Kinetics. Transportation Research Record: Journal of the Transportation Research Board, 1391, Transportation Research Board, Washington, D.C., 1â10. 128. Jin, X., R. Han, Y. Cui, and C. J. Glover. (2011) âFast-rateâconstant-rate Oxidation Kinetics Model for Asphalt Binders.â Industrial & Engineering Chemistry Research, Vol. 50, No. 23, pp. 13373â13379. 129. Morian, N., E. Y. Hajj, C. J. Glover, and P.E. Sebaaly (2011) âOxidative Aging of Asphalt Binders in Hot-Mix Asphalt Mixtures.â Transportation Research Record: Journal of the Transportation Research Board, 2207, Transportation Research Board, Washington, D.C., 107-116. 130. Morian, N., E. Y. Hajj, and P. E. Sebaaly. (2013) âSignificance of Mixture Parameters on Binder Aging in Hot-Mix Asphalt Mixtures.â Transportation Research Record: Journal of the Transportation Research Board, 2370, Transportation Research Board, Washington, D.C., 116â127. 131. Mirza, M.W., C. E. Zapata, and S. Raghavendra (2005) NCHRP Web-Only Document 113: Environmental Effects in Pavement Mix and Structural Design Systems. Transportation Research Board of the National Academies, Washington, D.C.
124 132. Mirza, M. W. and M. W. Witczak. (1995) âDevelopment of a Global Aging System for Short and Long Term Aging of Asphalt Cements.â Journal of the Association of Asphalt Paving Technologists, Vol. 64, pp. 393-430. 133. Kemp, G. N. and N. H. Predoehl. (1981) âA Comparison of Field and Laboratory Environments on Asphalt Durability.â Proceedings of the Association of Asphalt Paving Technologists, Vol. 50, pp. 492-537. 134. EVERSERIES©, 2005. EVERSERIES Userâs Guide: Pavement Analysis Computer Software and Case Studies. Washington State Department of Transportation, Olympia, WA. 135. Salomon, D. and Zhai, H., (2002) âRanking Asphalt Binders by Activation Energy for Flow.â Journal of Applied Asphalt Binder Technology, Vol. 2, No. 2, pp. 52 â 60. 136. De Souza, P., 2010. Innovation in Industrial Research. CSIRO Publishing, Australia. 137. Lytton, R.L., Roque R.L., Uzan J., Hiltunen D. R., Fernando E., Stoffels S.M. (1993) SHRP- A-357: Development and Validation of Performance Prediction Models. National Research Council, Washington, D.C. 138. Park, S. W., Kim Y. R., Schapery R. A. (1996) âA Viscoelastic Continuum Damage Model and Its Application to Uniaxial Behavior of Asphalt Concrete.â Mechanics of Materials, 24(4), pp. 241-255. 139. Christensen, D. W., Bonaquist. R. (2005) âPractical Application of Continuum Damage Theory to Fatigue Phenomena in Asphalt Concrete Mixtures.â Journal of the Association of Asphalt Paving Technologists, 74, pp. 963-1002. 140. Collop, A. C., Scarpas, A., Kasbergen, C., de Bondt, A. (2003) âDevelopment and Finite Element Implementation of Stress-Dependent Elastoviscoplastic Constitutive Model with Damage for Asphalt.â Transportation Research Record: Journal of the Transportation Research Board, 1832, Transportation Research Board, Washington, D.C., 96â104. 141. Dai, Q., Sadd, M., Parameswaran, V., Shukla, A. (2005) âPrediction of Damage Behaviors in Asphalt Materials Using a Micromechanical Finite-Element Model and Image Analysis.â Journal of Engineering Mechanics, 131(7), pp. 668â677. 142. Underwood, B. S., Kim, Y. R. (2009) âDetermination of the Appropriate Representative Elastic Modulus for Asphalt Concrete.â International Journal of Pavement Engineering, 10(2): 77-86. 143. Gu, F., Y. Zhang, X. Luo, R. Luo, and R.L. Lytton. (2015) âImproved Methodology to Evaluate Fracture Properties of Warm Mix Asphalt Using Overlay Test.â Transportation Research Record: Journal of the Transportation Research Board, 2506, Transportation Research Board, Washington, D.C., 8â18. 144. Roberts, F. L., Kandhal, P. S., Brown, E. R., Lee, D. Y., Kennedy, T.W. (1996) Hot Mix Asphalt Materials, Mixture Design, and Construction. National Asphalt Paving Association Education Foundation, Lanham, MD. 145. Xiao, F., and S. N. Amirkhanian. (2009) âArtificial Neural Network Approach to Estimating Stiffness Behavior of Rubberized Asphalt Concrete Containing Reclaimed Asphalt Pavement.â Journal of Transportation Engineering, Vol. 135, No. 8, pp. 580-589.
125 146. Ceylan, H., K. Gopalakrishnan, and R. L. Lytton. (2010) âNeural Networks Modeling of Stress Growth in Asphalt Overlays due to Load and Thermal Effects during Reflection Cracking.â Journal of Materials in Civil Engineering, Vol. 23, No. 3, pp. 221â229. 147. Wu, Z., S. Hu, and F. Zhou. (2014) âPrediction of Stress Intensity Factors in Pavement Cracking with Neural Networks Based on Semi-Analytical FEA.â Expert Systems with Applications, Vol. 41, No. 4, pp. 1021â1030. 148. Buttlar, W. G., G. H. Paulino, and S. H. Song. (2006) âApplication of Graded Finite Elements for Asphalt Pavements.â Journal of Engineering Mechanics, Vol. 132, No. 3, pp. 240-249. 149. Hu, S., X. Hu, F. Zhou, and L. Walubita. (2008) âSA-CrackPro: New Finite Element Analysis Tool for Pavement Crack Propagation.â Transportation Research Record: Journal of the Transportation Research Board, 2068, Transportation Research Board of the National Academies, Washington, D.C., 10â19. 150. Ziyadi, M., and I. L. Al-Qadi. (2016). âEfficient Surrogate Method for Predicting Pavement Response to various Tire Configurations.â Neural Computing and Applications, pp. 1â13. 151. Luo, X. (2012). âCharacterization of Fatigue Cracking and Healing of Asphalt Mixtures.â Ph.D. Dissertation, Texas A&M University, College Station, Texas. 152. Arambula, E., E. Masad and A. E. Martin. (2007). âInfluence of Air Void Distribution on the Moisture Susceptibility of Asphalt Mixes.â Journal of Materials in Civil Engineering, ASCE, Vol. 19, pp. 655. 153. Miner, M.A. (1945). âCumulative Damage in Fatigueâ. Journal of Applied Mechanics, 3, 159-164. 154. Miller, J. S., and W. Y. Bellinger. (2003). Distress Identification Manual for the Long-term Pavement Performance Program, No. FHWA-RD-03-031. 155. Soules, T. F., Busbey, R. F., Rekhson, S. M., Markovsky, A., and Burke, M. A. (1987). âFiniteâElement Calculation of Stresses in Glass Parts Undergoing Viscous Relaxation.â Journal of the American Ceramic Society, 70(2), 90â95. 156. Anderson, T. L (2005). Fracture Mechanics: Fundamentals and Applications. CRC press, Boca Raton, Florida.
A MECHANISTICâEMPIRICAL MODEL FOR TOPâDOWN CRACKING OF ASPHALT PAVEMENT LAYERS APPENDICES 126