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131 REFERENCES 1. American Association of State Highway and Transportation Officials (AASHTO). 2008. Mechanistic-Empirical Pavement Design GuideâA Manual of Practice. Interim Edition, Washington, DC. 2. Schwartz, C.W., R. Li, S. Kim, H. Ceylan, and K. Gopalakrishnan. 2011. Sensitivity Evaluation of MEPDG Performance Prediction. Final Report of NCHRP Project 1-47, University of Maryland and Iowa State University. Available at: http://onlinepubs.trb.org/onlinepubs/nchrp/docs/NCHRP01-47_FR.pdf. 3. Shahji, S. 2006. Sensitivity Analysis of AASHTOâs 2002 Flexible and Rigid Pavement Design Methods. Master of Sc. in the Dept. of Civil & Environmental Engineeringâ College of Engineering and Computer ScienceâUniversity of Central Florida. Orlando, FL. 4. Masad, S.A., and D.N. Little. 2004. Sensitivity Analysis of Flexible Pavement Response and AASHTO 2002 Design Guide to Properties of Unbound Layers. Research Report ICAR 504-1. International Center for Aggregates Research, Austin, TX. 5. Masad, S., D. Little, and E. Masad. 2006. âAnalysis of Flexible Pavement Response and Performance Using Isotropic and Anisotropic Material Properties.â Journal of Transportation Engineering-ASCE, Vol. 132, No. 4, pp. 342â349. 6. Brown, S.F. 1996. âSoil Mechanics in Pavement Engineering.â Geotechnique, Vol. 46, No. 3, pp. 383â426. 7. Theyse, H.L., F.T.H. Legge, P.C. Pretorius, and H. Wolff. 2007. âA Yield Strength Model for Partially Saturated Unbound Granular Material.â Road Materials and Pavement Design, Vol. 8, No. 3, pp. 423â448. doi: Doi 10.3166/Rmpd.8.423-448 8. Núñez, W.P., R. Malysz, J.A. Ceratti, and W.Y.Y. Gehling. 2004 âShear Strength of Permanent Deformation of Unbound Aggregates Used in Brazilian Pavements.â In Proc. Of the 6th International Symposium on Pavements Unbound, pp. 23â31 9. Zhou, F., E.G. Fernando, and T. Scullion. 2010. Development, Calibration, and Validation of Performance Prediction Models for the Texas M-E Flexible Pavement Design System. Research Report FHWA/TX-10/0-5798-2. Texas Transportation Institute, College Station, TX. 10. Gabr, A.R., and D.A. Cameron. 2012. âPermanent Strain Modeling of Recycled Concrete Aggregate for Unbound Pavement Construction.â Journal of Materials in Civil Engineering, Vol. 25, No. 10, pp. 1394â1402. 11. Chow, L.C., D. Mishra, and E. Tutumluer. 2014. âFramework for Development of an Improved Unbound Aggregate Base Rutting Model for MechanisticâEmpirical Pavement Design.â In Transportation Research Record: Journal of the Transportation Research Board, No. 2401, pp. 11â21. 12. Cerni, G., F. Cardone, A. Virgili, and S. Camilli. 2012. âCharacterisation of Permanent Deformation Behaviour of Unbound Granular Materials under Repeated Triaxial Loading.â Construction and Building Materials, Vol. 28, No. 1, pp. 79â87. doi: http://dx.doi.org/10.1016/j.conbuildmat.2011.07.066. 13. Adu-Osei, A., D.N. Little, and R.L. Lytton. 2001. âCross-Anisotropic Characterization of Unbound Granular Materials.â In Transportation Research Record: Journal of the Transportation Research Board, No. 1757, pp. 82â91.
132 14. Sahin, H., F. Gu, Y. Tong, R. Luo, and R.L. Lytton. 2013. âUnsaturated Soil Mechanics in the Design and Performance of Pavements.â Advances in Unsaturated Soils, pp. 87â99. 15. Witczak, M.W. 2003. Harmonized Test Methods for Laboratory Determination of Resilient Modulus for Flexible Pavement Design. Final Report of NCHRP Project 1-28A, Transportation Research Board, Washington, D.C. 16. Butalia, T.S., J. Huang, D.G. Kim, and F. Croft. 2003. âEffect of Moisture Content and Pore Water Pressure Buildup on Resilient Modulus of Cohesive Soils in Ohio.â ASTM Special Technical Publication, No. 1437, pp. 70â84. 17. Wolfe, W., and T. Butalia. 2004. Continued Monitoring of SHRP Pavement Instrumentation Including Soil Suction and Relationship with Resilient Modulus. Report No. FHWA/ OH-2004/007. U.S. Department of Transportation, Federal Highway Administration, Washington, DC. 18. Gupta, S., A. Ranaivoson, T. Edil, C. Benson, and A. Sawangsuriya. 2007. Pavement Design Using Unsaturated Soil Technology. Report No. MN/RC-2007-11. Final Research Report submitted to Minnesota Department of Transportation, University of Minnesota, Minneapolis, MN. 19. Cary, C.E., and C.E. Zapata. 2011. âResilient Modulus for Unsaturated Unbound Materials.â Road Materials and Pavement Design, Vol. 12, No. 3, pp. 615â638. 20. Carpenter, S.H., and R.L. Lytton. 1977. Thermal Pavement Cracking in West Texas: Final Report. Research Report 18-4F. Texas Transportation Institute, Texas A&M University, College Station, TX. 21. Hansen, W., and E.A. Jensen. 2001. Transverse Crack Propagation of JPCP as Related to PCC Toughness. Research Report: RC-1404. Michigan Department of Transportation, Lansing, MI. 22. Cleveland, G.S., J.W. Button, and R.L. Lytton. 2002. Geosynthetics in Flexible and Rigid Pavement Overlay Systems to Reduce Reflection Cracking. Research Report 1777-1. Texas Transportation Institute, The Texas A&M University System, College Station, TX. 23. 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, Washington, DC. 24. Jung, Y.S., and D.G. Zollinger. 2011. âNew Laboratory-Based Mechanistic-Empirical Model for Faulting in Jointed Concrete Pavement.â In Transportation Research Record: Journal of the Transportation Research Board, No. 2226, pp. 60â70. 25. Jeong, J.H., and D.G. Zollinger. 2001. âCharacterization of Stiffness Parameters in Design of Continuously Reinforced and Jointed Pavements.â In Transportation Research Record: Journal of the Transportation Research Board, No. 1778, pp. 54â63. 26. Jung, Y.S., and D.G. Zollinger. 2010. Advancement of Erosion Testing, Modeling, and Design of Concrete Pavement Subbase Layers. PhD diss., Texas A&M University, College Station, TX. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2010-08-8415. 27. Bakhsh, K.N., and D. Zollinger. 2014. âFaulting Prediction Model for Design of Concrete Pavement Structures.â Pavement Materials, Structures, and Performance, pp. 327â342. doi: 10.1061/9780784413418.033 28. Jung, Y.S., D.G. Zollinger, and B.M. Ehsanul. 2012. âImproved Mechanistic-Empirical Continuously Reinforced Concrete Pavement Design Approach with Modified Punchout Model.â In Transportation Research Record: Journal of the Transportation Research Board, No. 2305, pp. 32â42.
133 29. Vandenbossche, J.M., S. Nassiri, L.C. Ramirez, and J.A. Sherwood. 2012. âEvaluating the Continuously Reinforced Concrete Pavement Performance Models of the Mechanistic- Empirical Pavement Design Guide.â Road Materials and Pavement Design, Vol. 13, No. 2, pp. 235â248. 30. Rao, C., and M.I. Darter. 2013. âEnhancements to Punchout Prediction Model in Mechanistic-Empirical Pavement Design Guide Procedure.â In Transportation Research Record, No. 2367, pp. 132â141. 31. Gu, F., X. Luo, Y. Zhang, H. Sahin, and R.L. Lytton. 2015. âModeling of Moisture- Sensitive and Stress-Dependent Nonlinear Cross-Anisotropic Behavior of Unbound Aggregates.â 32. Ren, D.Y., L. Houben, and L. Rens. 2013. âCracking Behavior of Continuously Reinforced Concrete Pavements in Belgium Characterization of Current Design Concept.â In Transportation Research Record: Journal of the Transportation Research Board, No. 2367, pp. 97â106. 33. Jung, Y.S., D.G. Zollinger, M. Won, and A.J. Wimsatt. 2009. Subbase and Subgrade Performance Investigation for Concrete Pavement. Research Report 6037-1. Texas Transportation Institute, Texas A&M University, College Station, TX. 34. Jung, Y.S., D.G. Zollinger, and A.J. Wimsatt. 2010. âTest Method and Model Development of Subbase Erosion for Concrete Pavement Design.â In Transportation Research Record: Journal of the Transportation Research Board, No. 2154, pp. 22â31. 35. Byrum, C.R., and R.W. Perera. 2005. âThe Effect of Faulting on IRI Values for Jointed Concrete Pavements.â Paper presented at the Proc. 8th International Conference on Concrete Pavements, International Society for Concrete Pavements, Bridgeville, PA, and Purdue University, West Lafayette, IN. 36. Bakhsh, K.N. 2014. Design Methodology for Subgrades and Bases under Concrete Roads and Parking Lots. PhD diss., Texas A&M University, College Station, TX. 37. Jung, Y., D.G. Zollinger, B.H. Cho, M. Won, and A.J. Wimsatt. 2010. Subbase and Subgrade Performance Investigation and Design Guidelines for Concrete Pavement. Research Report No. FHWA/TX-12/0-6037-2. Texas Transportation Institute, The Texas A&M University System, College Station, TX. 38. Yu, S.Y., and P. Dakoulas. 1993. âGeneral Stress-Dependent Elastic-Moduli for Cross- Anisotropic Soils.â Journal of Geotechnical Engineering-ASCE, Vol. 119, No. 10, pp. 1568â1586. doi: 10.1061/(ASCE)0733-9410(1993)119:10(1568) 39. Oh, J.H., R.L. Lytton, and E.G. Fernando. 2006. âModeling of Pavement Response Using Nonlinear Cross-Anisotropy Approach.â Journal of Transportation Engineering-ASCE, Vol. 132, No. 6, pp. 458â468. 40. Khoury, N.N., and M.M. Zaman. 2004. âCorrelation between Resilient Modulus, Moisture Variation, and Soil Suction for Subgrade Soils.â In Transportation Research Record: Journal of the Transportation Research Board, No. 1874, pp. 99â107. 41. Yang, S.-R., W.-H. Huang, and Y.-T. Tai. 2005. âVariation of Resilient Modulus with Soil Suction for Compacted Subgrade Soils.â In Transportation Research Record: Journal of the Transportation Research Board, No. 1913, No. 1, pp. 99â106. 42. Sawangsuriya, A., T.B. Edil, and P.J. Bosscher. 2008. âModulus-Suction-Moisture Relationship for Compacted Soils.â Canadian Geotechnical Journal, Vol. 45, No. 7, pp. 973â983.
134 43. Sawangsuriya, A., T.B. Edil, and C.H. Benson. 2009. âEffect of Suction on Resilient Modulus of Compacted Fine-Grained Subgrade Soils.â In Transportation Research Record: Journal of the Transportation Research Board, No. 2101, pp. 82â87. Doi 10.3141/2101-10 44. Khoury, C., G.A. Miller, and Y.N. Abousleiman. 2010. âEffect of Suction Hysteresis on Resilient Modulus of Fine-grained Cohesionless Soil.â 8th Int. Conf. Bearing Capacity Roads, Railways, and Airfields, Univ. of IllinoisâUrbana Champaign, Champaign, IL, pp. 71â78. 45. Han, Z., and S.K. Vanapalli. 2015. âModel for predicting the resilient modulus of unsaturated subgrade soil using the soil-water characteristic curve.â Canadian Geotechnical Journal, Vol. 52, No. 10, pp.1605â1619. 46. Li, Q., H.J. Lee, and S.Y. Lee. 2011. âPermanent Deformation Model Based on Shear Properties of Asphalt Mixtures Development and Calibration.â In Transportation Research Record: Journal of the Transportation Research Board, No. 2210, pp. 81â89. 47. Vaillancourt, M., L. Houy, D. Perraton, and D. Breysse. 2014. âVariability of Subgrade Soil Rigidity and its Effects on the Roughness of Flexible Pavements: A Probabilistic Approach.â Materials and Structures, pp. 1â10. 48. Velasquez, R., K. Hoegh, I. Yut, N. Funk, G. Cochran, M. Marasteanu, and L. Khazanovich. 2009. âImplementation of the MEPDG for New and Rehabilitated Pavement Structures for Design of Concrete and Asphalt Pavements in Minnesota.â MnDOT Report No. MN/RC 2009-06. University of MinnesotaâTwin Cities, St. Paul. 49. Huang, Y.H. 1993. Pavement Analysis and Design: Prentice Hall, Englewood Cliffs, NJ. 50. Seed, H.B., F.G. Mitry, C.L. Monismith, and C.K. Chan. 1967. NCHRP Report 35: Prediction of Flexible Pavement Deflections from Laboratory Repeated-Load Tests. HRB, National Research Council, Washington, D.C. 51. Hicks, R.G., and C.L. Monismith. 1971. âFactors Influencing the Resilient Properties of Granular Materials.â In Highway Research Record, No. 345, pp. 15â31. 52. Thompson, M.R., and R.L. Robnett. 1979. âResilient Properties of Subgrade Soils.â Transportation Engineering Journal, ASCE, Vol. 105, No. TE1, pp. 71â89. 53. Drumm, E.C. 1990. âEstimation of Subgrade Resilient Modulus from Standard Tests.â Journal of Geotechnical Engineering, Vol. 116, No 5, pp. 774â789. 54. Uzan, J. 1985. âCharacterization of Granular Material.â In Transportation Research Record, No. 1022, pp. 52â59. 55. Witczak, M.W. and J. Uzan. 1988. The University Airport Pavement Design System Report I of V: Granular Material Characterization. Department of Civil Engineering, University of Maryland, Silver Spring, MD. 56. Lade, P.V., and R.D. Nelson. 1987. âModeling the Elastic Behavior of Granular Materials.â International Journal for Numerical and Analytical Methods in Geomechanics, Volume II, pp. 521â542. 57. American Association of State Highway and Transportation Officials (AASHTO). 1993. Guide for Design of Pavement Structure, Volume I & II. Highway Sub-committee on Design, Washington, D.C. 58. Oloo, S.Y., and D.G. Fredlund. 1998. âThe Application of Unsaturated Soil Mechanics Theory to the Design of Pavements.â In Proc. 5th Intl. Conf. on the Bearing Capacity of Roads and Airfields, Trondheim, Norway, pp. 1419â1428.
135 59. Lytton, R.L., J. Uzan, E.G. Fernando, R. Roque, D. Hiltunen, and S.M. Stoffels. 1993. SHRP A-357: Development and Validation of Performance Prediction Models and Specifications for Asphalt Binders and Paving Mixes. National Research Council, Washington, D.C. 60. Lytton, R.L. 1995. âFoundations and Pavements on Unsaturated Soils.â Paper presented at the Proceedings of the First International Conference on Unsaturated Soil, Paris. 61. Liang, R. Y., S. Rababâah, and M. Khasawneh. 2008. âPredicting moisture-dependent resilient modulus of cohesive soils using soil suction concept.â Journal of Transportation Engineering, Vol. 134, No. 1, pp. 34â40. 62. Oh, J.H., and E.G. Fernando. 2008. Develop of Thickness Design Tables Based on the M-E PDG. Research Report No. BDH10-1. Texas Transportation Institute, The Texas A&M University System, College Station, TX. 63. Al-Qadi, I.L., H. Wang, and E. Tutumluer. 2010. âDynamic Analysis of Thin Asphalt Pavements by Using Cross-Anisotropic Stress-Dependent Properties for Granular Layer.â In Transportation Research Record: Journal of the Transportation Research Board, No. 2154, pp. 156â163. 64. Tutumluer, E., and M.R. Thompson. 1997. âAnisotropic Modelling of Granular Bases in Flexible Pavements.â Transportation Research Record: Journal of the Transportation Research Board, No. 1577, pp. 18â26. 65. Yau, A., and H.L. Von Quintus. 2002. Study of LTPP Laboratory Resilient Modulus Test Data and Response Characteristics. Report No. FHWA-RD-02-051. Federal Highway Administration Research, U.S. Department of Transportation. 66. ARA, Inc, 2004. Guide for Mechanistic-Empirical Design of New and Rehabilitated Pavement Structures. Final Report of NCHRP Project 1-37A. Transportation Research Board, Washington, D.C. 67. AASHTO, AAoSHaTOec. Mechanistic-empirical pavement design guide: A manual of practice. AASHTO Designation: MEPDG-1, Washington, D.C., 2008 68. Kenis, W.J. 1977. Predictive Design Procedures, VESYS Userâs Manual. Final Report, No. FHWA-RD-77-154. Federal Highway Administration, McLean, VA. 69. Uzan, J. 2004. âPermanent Deformation in Flexible Pavements.â Journal of Transportation Engineering, Vol. 130, No. 1, pp. 6â13. 70. Tseng, K.H., and R.L. Lytton. 1989. âPrediction of Permanent Deformation in Flexible Pavement Materials.â In Implication of Aggregates in the Design, Construction, and Performance of Flexible Pavement, ASTHMA STP 1016, ASTM, Philadelphia, PA., pp. 154â172. 71. Ayres, M. and M.W. Witczak. 1998. âAYMA: A Mechanical Probabilistic System to Evaluate Flexible Pavement Performance.â Transportation Research Record 1629, pp. 137â148. 72. Korkiala-Tanttu, L. 2009. âVerification of Rutting Calculation for Unbound Road Materials.â In Proceedings of the Institution of Civil Engineers-Transport, Vol. 162, No. 2, pp. 107â114. doi: 10.1680/tran.2009.162.2.107 73. Gu, F., Zhang, Y.Q., Droddy, C.V., Luo, R. and Lytton, R.L. 2015. âDevelopment of a New Mechanistic-Empirical Rutting Model for Unbound Granular Material.â Journal of Materials in Civil Engineering, Vol. 28, No. (8).
136 74. Epps, J., S. Sebesta, B. Hewes, H. Sahin, R. Luo, J. Button, R.L. Lytton, C.A. Herrera, R. Hatcher, and F. Gu. 2014. Development of a Specification for Flexible Base Construction. Research Report No. FHWA/TX-13/0-6621. Texas A&M Transportation Institute, College Station, TX. 75. Lambe, T.W., and R.V. Whitman. 1969. Soil Mechanics. Wiley, New York. 76. Abramento, M., and S. Carvalho. 1989. âGoetechnical Parameters for Study of Slope Instabilization at Serra do Mar-Brazillan Southeast.â In Proceedings of the 12th International Conference on Soil Mechanics and Foundation Engineering, Rio de Janeiro, Vol. 3, pp. 1599â1602. 77. Fredlund, D.G., and H. Rahardjo. 1993. Soil Mechanics for Unsaturated Soils. John Wiley & Sons, Inc., New York, NY. 78. Ãberg, A.L., and G. Sällfors. 1997. âDetermination of Shear Strength Parameters of Unsaturated Silts and Sands based on the Water Retention Curve.â Geotechnical Testing Journal, Vol. 20, No. 1, pp. 40â48. 79. Fredlund, D.G., A. Xing, M.D. Fredlund, and S.L. Barbour. 1996. âThe Relationship of the Unsaturated Soil Shear to the Soil-Water Characteristic Curve.â Canadian Geotechnical Journal, Vol. 33, No. 3, pp. 440â448. 80. Vanapalli, S.K., D.G. Fredlund, D.E. Pufahl, and A.W. Clifton. 1996. âModel for the Prediction of Shear Strength with Respect to Soil Suction.â Canadian Geotechnical Journal, Vol. 33, No. 3, pp. 379â392. 81. Rassam, D.W., and F.J. Cook. 2002. âPredicting the Shear Strength Envelope of Unsaturated Soils.â Geotechnical Testing Journal, Vol. 28, pp. 215â220. 82. Titus-Glover, L., and E.G. Fernando. 1995. Evaluation of Pavement Base and Subgrade Material Properties and Test Procedures. Research Report 1335-2. Texas Transportation Institute, The Texas A&M University System, College Station, TX. 83. Rauhut, J.B., R.L. Lytton, and M.I. Darter. 1982. Pavement Damage Functions for Cost Allocation, Vol. 1, Damage Functions and Load Equivalency Factors. Report No. FHWA/RD-82/126. Federal Highway Administration, Washington, DC. 84. Markow, M.J., and B.D. Brademeyer. 1984. EAROMAR Version 2. Final Technical Report FHWA/RD-82/086. Federal Highway Administration, U.S. Department of Transportation. 85. Larralde, J. 1984. Structural Analysis of Ridge Pavements with Pumping. PhD diss., Purdue University, West Lafayette, IN. 86. Van Wijk, A.J. 1985. Rigid Pavement Pumping: (1) Subbase Erosion and (2) Economic Modeling. Joint Highway Research Project File 5-10. School of Civil Engineering, Purdue University, West Lafayette, IN. 87. PCA. 2008. PavementâSoil Cement. Portland Cement Association, Skokie, IL. http://www.cement.org/pavements/pv_sc.asp. Accessed: October 1, 2008. 88. Winkler, E. 1867. Die Lehre von der Elasticitaet und Festigkeit. Prag, Dominicus. 89. Filonenko-Borodich, M.M. 1940. âSome Approximate Theories of the Elastic Foundation.â Uchenyie Zapiski Moskovskogo Gosudarstvennogo Universiteta. Mekhanica, No. 46, pp. 3â18 (in Russian). 90. Hetenyi, M. 1950. âA General Solution for the Bending of Beams on an Elastic Foundation of Arbitrary Continuity.â Journal of Applied Physics, Vol .21, pp. 55â58.
137 91. Pasternak, P.L. 1954. âOn a New Method of Analysis of an Elastic Foundation by Means of Two Foundation Constants.â Gosudarstrennoe Izdatelâ²stro Literaturi po Stroitelâ²stru i Arkhitekture, Moscow, USSR (in Russian). 92. Kerr, A. 1965. âA Study of a New Foundation Model.â Acta Mechanica, Vol. 1, No. 2, pp. 135â147. doi: 10.1007/BF01174308 93. Mitchell, P. W. 1979. The structural analysis of footings on expansive soils. Kenneth W.G. Smith and Associates Pty. Ltd. Research Report No. 1, Newton. 94. Zapata, C. E., Houston, W. N., and Walsh, K. D. (2003). âSoil-water characteristic curve variability.â Advances in Unsaturated Geotechnics, 99, 84-124. 95. Gupta, S., and Larson, W. 1979. âEstimating soil-water retention characteristics from particle size distribution, organic matter percent, and bulk density.â Water Resources Research, 6 (15), 1633â1635. 96. Hutson, J., and Cass, A. 1987. âA retentivity function for use in soil water simulation models.â Soil Science Journal, Vol. 1, No. 38, pp. 105-113. 97. Reddi, L., and Poduri, R. 1997. âUse of liquid limit state to generalize water retention properties of fine-grained soils.â Geotechnique, 47(5), 1043â 1049. 98. Zapata, C. 1999. Uncertainty in Soil-Water Characteristic Curve and Impacts on Unsaturated Shear Strength Predictions. Tempe, Arizona State University. 99. Williams, J., Prebble, R., Williams, W., and Hignett, C. 1983. âThe influence of texture, structure and clay mineralogy on the soil moisture characteristic.â Australian Journal of Soil Research, 1(21), 15â32. 100. Perera, Y. Y., Zapata, C. E., Houston, W. N., and Houston, S. L. 2005. âPrediction of the soil water characteristic curve based on grain-size-distribution and index properties.â Geotechnical Special Publication, 49-60. 101. Torres-Hernandez, G. 2011. Estimating the SoilâWater Characteristic Curve Using Grain Size Analysis and Plasticity Index. Tempe: Arizona State University. 102. Sahin, H., Gu, F., and Lytton, R. L. 2015. âDevelopment of soil-water characteristic curve for flexible base materials using the methylene blue test.â Journal of Materials in Civil Engineering, Vol. 27, No. 5. 103. Mishra, S., Parker, L., and Singhal, N. 1989. âEstimation of soil hydraulic properties and their uncertainty from particle size distribution data.â Journal of Hydrology, 108, 1-18. 104. Basile, A., and D'Urso, G. 1997. âExperimental corrections of simplified methods for predicting water retention curves in clay-loamy soils from particle-size determination.â Soil Technology, 10(3), 261 -272. 105. Fredlund, M., Fredlund, D., and Wilson, G. 1997. Prediction of the soil-water characteristic curve from grain-size distribution and volume-mass properties. Proceedings of the Third Brazilian Symposium on Unsaturated Soils. 106. Pachepsky, Y.A., Timlin, D. and Varallyay, G.Y. 1996. âArtificial neural networks to estimate soil water retention from easily measurable data.â Soil Science Society of America Journal, 60(3), 727-733. 107. Johari, A., and Javadi, A. A. 2010. âPrediction of soil-water characteristic curve using neural network.â Proceedings of the Fifth International Conference on Unsaturated Soils, 1, pp. 461-466. Barcelona. 108. Haghverdi, A., Cornelis, W.M. and Ghahraman, B. 2012. âA pseudo-continuous neural network approach for developing water retention pedotransfer functions with limited data.â Journal of Hydrology, 442, 46-54.
138 109. Jain, S.K., Singh, V.P. and Van Genuchten, M.T. 2004. âAnalysis of soil water retention data using artificial neural networks.â Journal of Hydrologic Engineering, Vol. 9, No. 5, pp 415-420. 110. Fredlund, D. G., and Xing, A. 1994. âEquations for the SoilâWater Characteristic Curve.â Canadian Geotechnical Journal, 31(3), 521-532. 111. Zapata, C.E. 2010. NCHRP Web-Only Document 153: A National Database of Subgrade Soil-Water Characteristic Curves and Selected Soil Properties for Use with the MEPDG. Transportation Research Board of the National Academies, Washington, D.C. 112. Sillers, W.S., Fredlund, D.G., and Zakerzadeh, N. 2001. âMathematical attributes of some soil-water characteristic curve models.â Geotechnical and Geological Engineering, 19(34), 243â283. 113. Rahardjo, H., Satyanaga, A., DâAmorec, G.A.R., and Leong, E.C. 2012. âSoilâwater characteristic curves of gap-graded soils.â Engineering Geology, 125(27), 102â107. 114. Aubertin, M., Mbonimpa, M., Bussière, B. and Chapuis, R.P. 2003. âA model to predict the water retention curve from basic geotechnical properties.â Canadian Geotechnical Journal, 40(6), 1104-1122. 115. Liu, H., and Dane, J. 1993. âReconciliation between measured and theoretical temperature effects on soil water retention curves.â Soil Sci Soc Am J, 57:1202-7. 116. Wu, W., Dandy, G. C., and Maier, H. R. 2014. âProtocol for developing ANN models and its application to the assessment of the quality of the ANN model development process in drinking water quality modelling.â Environmental Modelling & Software, 54, 108â127. 117. El-Keshky, M. 2011. Temperature Effect on the Soil Water Retention Characteristic. MS thesis, Arizona State University. 118. Gu, F., X. Luo, Y. Zhang, Y. Chen, R. Luo, and R. L. Lytton. 2017. âPrediction of geogrid- reinforced flexible pavement performance using artificial neural network approach.â Road Materials and Pavement Design, pp. 1-17. 119. Ruttanaporamakul, P. 2012. Resilient moduli properties of compacted unsaturated subgrade materials. Arlington: The University of Texas at Arlington. 120. Salour, F., Erlingsson, S., and Zapata, C. 2014. âModelling Resilient Modulus Seasonal Variation of Silty Sand Subgrade Soils with Matric Suction Control.â Canadian Geotechnical Journal, 51(12), 1413-1422. 121. Thornthwaite, C.W. 1948. âAn Approach Toward a Rational Classification of Climate.â Geographical Review, pp. 55â94. 122. Sun, X, Li, J. and Zhou, A.N. 2017. âEvaluation and comparison of methods for calculating Thornthwaite Moisture Index.â Journal of Australian Geomechanics, Vol. 52. No. 2, pp. 61-75. 123. Olaiz, A.H., Singhar, S.H., Vann, J.D., and Houston, S.L. 2017. âComparison and Applications of the Thornthwaite Moisture Index Using GIS.â Proceeding of the PanAm Unsaturated Soils, 280-289. 124. Thornthwaite, C. W., and Mather, C. W. 1955. âThe Water Balance.â Publications in Climatology 8, 1-104. 125. Willmott, C. J., and Feddema, J. J. 1992. âA More Rational Climate Moisture Index.â Professional Geographer 44 (1), 84-87.
139 126. Witczak, M.W., Zapata, C.E., and Houston, W.N. 2006. Models Incorporated into the Current Enhanced Integrated Climatic Model for Used in Version 1.0 of the MEPDG. NCHRP 9-23 Project Report, Arizona State University, Tempe, Arizona. 127. Daly, C., Neilson, R.P., and Phillips, D.L. 1994. âA Statistical-Topographic Model for Mapping Climatological Precipitation over Mountainous Terrain.â Journal of Appl. Meteorology, 33, 140-158. 128. Daly, C., Gibson, W.P., Taylor, G.H., Johnson, G.L., and Pasteris, P. 2002. âA knowledge- based approach to the statistical mapping of climate.â Climate Research, 22, 99-113. 129. Daly, C., Halbleib, M., Smith, J.I., Gibson, W.P., Doggett, M.K., Taylor, G.H., Curtis, J., and Pasteris, P.A. 2008. âPhysiographically-sensitive mapping of temperature and precipitation across the conterminous United States.â International Journal of Climatology, 28, 2031-2064. 130. Wilm, H.G., Thornthwaite, C.W., Colman, E.A., Cummings, N.W., Croft, A.R., Gisborne, H.T., and Harding, S.T. 1944. âReport of the Committee on Transpiration and Evaporation 1943-44.â Eos. Transactions American Geophysical Union. 683-693. 131. McKeen, R. G., and L. D. Johnson. 1990. âClimate Controlled Soil Design Parameters for Mat Foundations.â Journal of Geotechnical Engineering (ASCE) 116 (7), 1073-1094. 132. Gay, D. A. 1994. Development of a predictive model on pavement roughness on expansive clay. Ph.D. dissertation, Texas A&M University, Texas. 133. Saha, S., Gu, F., Luo, X., and Lytton, R. L. 2018. âPrediction of soil-water characteristics curve for unbound material using Fredlund-Xing equation based ANN approach.â Journal of materials in civil engineering, Vol. 30, No. 5. 134. Lekarp, F., U. Isacsson, and A. Dawson. 2000. âState of the art. I: Resilient response of unbound aggregates.â Journal of Transportation Engineering, Vol. 66, No. 1, pp. 66â75. 135. Heath, A. C., J. M. Pestana, J. T. Harvey, and M. O. Bejerano. 2004. âNormalizing behavior of unsaturated granular pavement materials.â Journal of Geotechnical and Geoenvironmental Engineering, Vol. 130, No. 9, pp. 896â904. 136. Edil, T., C. Benson, and A. Sawangsuriya. 2006. Interim Report to University of Minnesota: Resilient Behavior of Unsaturated Subgrade Soils. University of Wisconsinâ Madison. 137. Yau, A., and H. L. Quintus. 2004. âPredicting Elastic Response Characteristics of Unbound Materials and Soils.â Transportation Research Record: Journal of the Transportation Research Board, No. 1874, pp. 47-56. 138. Nazzal, M. D., and L. N. Mohammad. 2010. âEstimation of resilient modulus of subgrade soils for design of pavement structures.â Journal of Materials in Civil Engineering, Vol. 22, No. 7, pp 726-734. 139. Malla, R. B., and S. Joshi. 2007. âResilient modulus prediction models based on analysis of LTPP data for subgrade soils and experimental verification.â Journal of Transportation Engineering, Vol. 133, No. 9, pp 491-504. 140. Gu, F., H. Sahin, X. Luo, R. Luo, and R. L. Lytton. 2014. âEstimation of resilient modulus of unbound aggregates using performance-related base course properties.â Journal of Materials in Civil Engineering, Vol. 27, No. 6, p. 04014188. 141. Coleri, E., M. Guler, A. Gungor, and J. Harvey. 2010. âPrediction of Subgrade Resilient Modulus Using Genetic Algorithm and Curve Shifting Methodology: Alternative to Nonlinear Constitutive Models.â Transportation Research Record: Journal of the Transportation Research Board, No. 2170, pp. 64-73.
140 142. Kim, S.H., J. Yang, and J. H. Jeong. 2014. âPrediction of subgrade resilient modulus using artificial neural network.â KSCE Journal of Civil Engineering, Vol. 18, No.5, pp.1372-1379. 143. Nazzal, M. D., and O. Tatari. 2013. âEvaluating the use of neural networks and genetic algorithms for prediction of subgrade resilient modulus.â International Journal of Pavement Engineering, Vol. 14, No. 4, pp. 364-373. 144. Ceylan, H., K. Gopalakrishnan, and R. L. Lytton. 2011. 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 221-229. 145. Ling, M., X. Luo, S. Hu, F. Gu, and R. L. Lytton. 2017. âNumerical Modeling and Artificial Neural Network for Predicting J-Integral of Top-Down Cracking in Asphalt Pavement.â Transportation Research Record: Journal of the Transportation Research Board, No. 2631, pp. 83-95. 146. Lawrence, M., and A. Petterson. 1993. Brainmaker Professional: Neural Network Simulation Software Userâs Guide and Reference Manual. California Scientific Software, Nevada City, Calif. 147. Ji, R., N. Siddiki, T. Nantung and D. Kim. 2014. âEvaluation of resilient modulus of subgrade and base materials in Indiana and its implementation in MEPDG.â The Scientific World Journal. 148. Soliman, H. and A. Shalaby. 2016. âValidation of Long-Term Pavement Performance Prediction Models for Resilient Modulus of Unbound Granular Materials.â Transportation Research Record: Journal of the Transportation Research Board, No. 2578, pp. 29-37. 149. Tutumluer, E., D. Mishra, and A. Butt. 2009. Final Report, Illinois Center for Transportation (ICT) R27-1 Project: Characterization of Illinois Aggregates for Subgrade Replacement and Subbase, University of Illinois Urbana-Champaign, Urbana, IL. 150. Rao, K. 2000. Dynamic soil tests and applications. A. H. Wheeler & Co. Ltd, New Delhi, First Edition. 151. MnDOT Pavement Design Manual. 2007. Minnesota Department of Transport, Chapter 3. 152. Ziaie-Moayed, R., and Janbaz, M. 2009. âEffective parameters on modulus of subgrade reaction in clayey soils.â Journal of Applied Sciences, 9, 4006-4012. 153. Biot, M. 1922. âBending of an infinite beam on an elastic foundation.â Journal of Applied Mathematics and Mechanics, 2(3), 165-184. 154. Terzaghi, K.V. 1955. âEvaluation of coefficient of subgrade reaction.â Geotechnique, 5, 297-326. 155. Vesic, A. B. 1961. âBeams on elastic subgrade and the Winklerâs hypothesis.â Proceedings of the 5th International Conference on Soil Mechanics and Foundation Engineering, 1, 845-850. 156. Horvath, J. S. 1983. âNew subgrade model applied to mat foundations.â Journal of Geotechnical Engineering, 109(12), 1567-1587. 157. Vallabhan, C. V. G., and Das, Y. C. 1988. âAn improved model for beams on elastic foundations.â Proceedings of the ASME/PVP Conference, Pittsburgh, Pennsylvania, 19-23. 158. Hetényi, M. 1971. Beams on elastic foundation: theory with applications in the fields of civil and mechanical engineering, University of Michigan, Ann Arbor. 159. Vlasov, V. Z. and Leont'ev, N. N. 1966. Beams, plates and shells on elastic foundations. Israel Program for Scientific Translations, Jerusalem.
141 160. Vallabhan, C.V.G., and Das, Y.C. 1989. âA refined model for beams on elastic foundations.â International Journal of Solids and Structures, 27, 629-637. 161. Shi, X., Fwa, T., and Tan, S. 1993. âWarping stresses in concrete pavements on Pasternak foundation.â Journal of transportation engineering, 119(6), 905-913. 162. Shi, X., Tan, S., and Fwa, T. 1994. âRectangular thick plate with free edges on Pasternak foundation.â Journal of engineering mechanics, 120(5), 971-988. 163. Iancu-Bogdan, T. and Vasile, M. 2010. The Modified Vlasov Foundation Model: An Attractive Approach for Beams Resting on Elastic Supports. EJGE, Vol.15. 164. Farouk, H., and Farouk, M. 2014. âCalculation of subgrade reaction modulus considering the footing-soil system rigidity.â Proc., 2nd Int. Conf. on Vulnerability and Risk Analysis and Management (ICVRAM). 165. Hoffman, M. S., and Thompson, M. R. 1981. Mechanistic Interpretation of Nondestruction Pavement Testing Deflection, Civil Engineering Studies, Transportation Engineering Series No. 32, Illinois Cooperative Highway and Transportation Research Series No. 190, University of Illinois, Urbana, Illinois. 166. Hall, K. T. 1991. Performance, Evaluation, and Rehabilitation of Asphalt-Overlaid Concrete Pavement, Ph.D. Dissertation, University of Illinois, Urbana, Illinois. 167. Federal Highway Administration. 2001. Backcalculation of Layer Parameters for LTPP Test Sections- Slab on Elastic Solid and Slab on Dense-Liquid Foundation Analysis of Rigid Pavements. Publication No. FHWA-RD-00-086, Washington, D.C. 168. Tarr, S. M., Okamoto, P. A., Sheehan, M. J., and Packard, R. G. 1999. âBond Interaction Between Concrete Pavement and Lean Concrete Base.â Transportation Research Record: Journal of the Transportation Research Board, No. 1668, pp. 9â17. 169. Bari, M. E., Zollinger, D.G., and Jung, Y.S. 2013. Modeling and Calibration of Concrete Slab Interfacial Effects. TRB 92nd Annual Meeting Compendium of Papers, Transportation Research Board of the National Academies, Washington, D.C. 170. Tutumluer, E., and Seyhan, U. 1999. âLaboratory Determination of Anisotropic Aggregate Resilient Moduli Using an Innovative Test Device.â Transportation Research Record: Journal of the Transportation Research Board, No. 1687, pp. 13-21. 171. Tutumluer, E., Little, D. N., and Kim, S.-H. 2003. âValidated Model for Predicting Field Performance of Aggregate Base Courses.â Transportation Research Record: Journal of the Transportation Research Board, No. 1837, pp. 41-49. 172. Park, S. W., and Lytton, R. L. 2004. âEffect of stress-dependent modulus and Poissonâs ratio on structural responses in thin asphalt pavements.â Journal of Transportation Engineering, 130(3), 387-394. 173. Boussinesq, J. 1885. Application des potentiels à l'étude de l'équilibre et du mouvement des solides élastiques: Gauthier-Villars. 174. Bari, M. E., and Zollinger, D. G. 2016. âNew concepts for the assessment of concrete slab interfacial effects in pavement design and analysis.â International Journal of Pavement Engineering, 17(3). 175. Kim, S. H. 2004. Prediction of level of anisotropy of aggregates based on gradation, shape, form, and textural properties. Ph.D. dissertation, Texas A&M Univ., College Station, Texas. 176. Balmer, G. G. 1958. Shear strength and elastic properties of soil-cement mixtures under triaxial loading. Retrieved from Portland Cement Association Research and Development Laboratories.
142 177. Clough, G. W., Sitar, N., Bachus, R. C., and Rad, N. S. 1981. âCemented sands under static loading.â Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 107(GT6), 799-817. 178. Thompson, M. R. 1966. âShear strength and elastic properties of lime-soil mixtures.â Highway Research Record, Washington, D.C., 139, 1-14. 179. Maree, J. H. 1978. Ontwerpparameters vir klipslag in plaveisels. M Eng thesis. University of Pretoria, South Africa. 180. Theyse, H. 2000. Laboratory design models for materials suited to labour-intensive construction. Pretoria: CSIR Transportek. Contract Report CR-99/038. 181. Khazanovich, L., Tayabji, S. D., and Darter, M. I. 2001. Backcalculation of layer parameters for LTPP test sections, Volume I: Slab on elastic solid and slab on dense-liquid foundation analysis of rigid pavements, Report No. FHWA-RD-00-086, ERES Consultants, Inc., Columbia, Maryland. 182. Croney, D. 1977. The design and performance of road pavements. Transport and road research laboratory, HMSO, U.K. 183. Delatte, N. J., Jr., Wade, D. M., and Fowler, D. W. 2000. âLaboratory and field testing of concrete bond development for expedited bonded concrete overlays.â ACI Materials Journal, 97(3), 272-280. 184. Theyse, H. L., De Beer, M., and Rust, F. C. 1996. âOverview of South African Mechanistic Pavement Design Method.â Transportation Research Record: Journal of the Transportation Research Board, No. 1539, pp. 6-17. 185. Fernando, E. G., J. Oh, D. Ryu, and S. Nazarian. 2008. Consideration of Regional Variations in Climatic and soil Conditions in the Modified Triaxial Design Method. Research Report 0-4519-2, Texas Transportation Institute, Texas A&M University System, College Station, Texas. 186. Soil Erodibility. 2014. Retrieved March 2014, from http://web2.uwindsor.ca/courses/earth_science/hudec/nigeria/Erodibility.htm. 187. Oloo, S.Y. 1994. A bearing capacity approach to the design of low-volume traffic roads. Ph.D. dissertation, University of Saskatchewan, Saskatoon, Canada. 188. Holtz, R.D., and Kovacs. W.D. 1981. An Introduction to Geotechnical Engineering. PrenticeHall, Englewood Cliffs, NJ. 189. Tutumluer, E., Mishra, D., and Butt, A.A. 2009. Characterization of Illinois Aggregate for Subgrade Replacement and Subbase. Technical Report FHWA-ICT-09-060. Illinois Center for Transportation, Urbanaâ Champaign, pp. 1â179. 190. Chow, L.C., Mishra, D. and Turumluer, E. 2014. Aggregate base course material testing and rutting model development. Final Report NCDOT Project 2013-18, FHWA/NC/2013-18. 191. Cetin, A., Kaya, Z., Cetin, B., and Aydilek, A. H. 2014. âInfluence of compaction method on mechanical properties of unbound granular materials.â Road Materials and Pavement Design, Vol. 15, No. 1, pp. 220â235. 192. Soliman, H., and Shalaby, A. 2015. âPermanent Deformation Behavior of Unbound Granular Base Materials with Varying Moisture and Fines Content.â Transportation Geotechnics, Vol. 4, pp. 1â12. 193. Shahin, M. Y., and Kohn, S. D. 1981. Pavement maintenance management for roads and parking lots. Construction Engineering Research LAB (ARMY) CHAMPAIGN IL.
143 194. Ling, M., Luo, X., Chen, Y., Gu, F., and Lytton, R. L. 2018. âMechanistic-empirical models for top-down cracking initiation of asphalt pavements.â International Journal of Pavement Engineering, 1-10. 195. Timoshenko, S., and Goodier, J. 1951. Theory of elasticity. New York, 412, 108. 196. Kalcheff, I. V., and Hicks, R. G. 1973. âA Test Procedure for Determining the Resilient Properties of Granular Materials.â Journal of Testing and Evaluation, Vol. 1, No. 6, pp. 472-479. 197. May, R. W., and Witczak, M.W. 1981. âEffective Granular Modulus to Model Pavement Responses.â Transportation Research Record 810, pp. 1-9. 198. Monismith, C. L., Seed, H. B., Mitry, F. G., and Chan, C. 1967. âPredictions of Pavement Deflections from Laboratory Tests.â Second International Conference on the Structural Design of Asphalt Pavements. University of Michigan, Ann Arbor. 199. Brown, S. F., and Pell, P. S. 1967. âAn Experimental Investigation of the Stresses, Strains and Deflections in A Layered Pavement Structure Subjected to Dynamic Loads.â in Proceedings, Second International Conference on the Structural Design Asphalt Pavements, University of Michigan. 200. Elliott, R. P., and Lourdesnathan, D. 1989. âImproved Characterization Model for Granular Bases.â Transportation Research Record 1227, pp. 128-133. 201. Boyce, H. R. 1980. âA Nonlinear Model for the Elastic Behaviour of Granular Materials under Repeated Loading.â in Proceedings of the International Symposium. Soils under Cyclic and Transient Loading, Balkema PubI, pp. 285-294. 202. Wang, H., and Al-Qadi, I. L. 2012. âImportance of Nonlinear Anisotropic Modeling of Granular Base for Predicting Maximum Viscoelastic Pavement Responses under Moving Vehicular Loading.â Journal of Engineering Mechanics, Vol. 139, No. 1, pp. 29-38. 203. COMSOL Multiphysics Reference Manual, version 5.3", COMSOL, Inc, www.comsol.com 204. Gu, F., Luo, X., Luo, R., Lytton, R. L., Hajj, E. Y., and Siddharthan, R. V. 2016. âNumerical Modeling of Geogrid-Reinforced Flexible Pavement and Corresponding Validation Using Large-Scale Tank Test.â Construction and Building Materials, Vol. 122, pp. 214-230. 205. Li, M., Wang, H., Xu, G., and Xie, P. 2017. âFinite element modeling and parametric analysis of viscoelastic and nonlinear pavement responses under dynamic FWD loading.â Construction and Building Materials, 141, 23-35. 206. Mojtaba, HY., and Lee-Sullivan, P. 2011. âModeling Linear Viscoelasticity in Glassy Polymers Using Standard Rheological Models.â Proceedings of the COMSOL Conference, Boston, MA, USA. 207. Findley, W. N., Lai, J. S., Onaran, K., and Christensen, R. M. 1977. âCreep and Relaxation of Nonlinear Viscoelastic Materials with An Introduction to Linear Viscoelasticity.â Journal of Applied Mechanics, Vol. 44, pp. 364. 208. Zhang, Y., Birgisson, B., and Lytton, R.L. 2015. âWeak Form EquationâBased Finite- Element Modeling of Viscoelastic Asphalt Mixtures.â Journal of Materials in Civil Engineering, Vol. 28, No. 2, pp. 0401511. 209. Zhang, Y., Gu, F., Luo, X., Birgisson, B., and Lytton, R. L. 2018. âModeling Stress- Dependent Anisotropic Elastoplastic Unbound Granular Base in Flexible Pavements.â Transportation Research Record: Journal of the Transportation Research Board, No. 2672, pp. 46-56. 0361198118758318.
144 210. Asphalt Institute. (1981). Thickness Design-Asphalt Pavements for Highways and Streets (No. 1). Asphalt Institute. 211. O. NEW. 2004. Guide for Mechanistic-Empirical Design, Washington, D.C. 212. Roque, R., Zou, J., Kim, Y. R., Baek, C., 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. Transportation Research Board of the National Academies, Washington, D.C. 213. Gu, F. 2015. Characterization and Performance Prediction of Unbound Granular Bases with and Without Geogrids in Flexible Pavements. PhD diss., Texas A&M University, College Station, TX. 214. Gu, F., Luo, X., Zhang, Y., Lytton, R., and Sahin, H. 2016. âModeling of unsaturated granular materials in flexible pavements.â In E3S Web of Conferences (Vol. 9, p. 20002). EDP Sciences. 215. Kim, S. H. 2005. Determination of aggregate physical properties and its effects on cross- anisotropic behavior of unbound aggregate materials. PhD diss., Texas A&M University, College Station, TX. 216. Saha, S., Gu, F., Luo, X. and Lytton, R.L., 2018. âUse of an Artificial Neural Network Approach for the Prediction of Resilient Modulus for Unbound Granular Material.â Transportation Research Record: Journal of the Transportation Research Board, No. 2672, pp. 23-33. 0361198118756881.