1 Schwartz, C. W., "Viscoplasticity modeling of asphalt concrete behaviour" (123) : 144-159, 2004
2 Ferry, J. D., "Viscoelastic properties of polymer" John Wiley & Sons, United States of America 1980
3 Schwartz, C. W., "Timetemperature superposition for asphalt concrete at large compressive strains" (1789) : 101-112, 2002
4 Chehab, G. R., "Time temperature superposition principle for asphalt concrete mixtures with growing damage in tension state" 71 : 559-593, 2002
5 Williams, M. L., "The temperature dependence of relaxation mechanism in amorphous polymers and other glass-liquids" 77 (77): 3701-3707, 1955
6 Chompoorat, T., "Temperature shift function of asphaltic concrete for pavement design in tropical countries" 2 (2): 246-254, 2009
7 Pearratda, A., "Stability of asphalt concrete using asphalt cement grade AC60/70 and AC80/100" Bureau of Road Research and Development, Department of Highway 1989
8 NCHRP, "Simple performance test for superpave mix design" Federal Highway Administration, National Research Council 1998
9 Monismith, C. L., "Rheological behavior of asphalt concrete" 35 : 400-450, 1966
10 Santucci, L., "Performance graded (PG) asphalts in California" Institute of Transportation Studies, University of California Berkeley 2005
1 Schwartz, C. W., "Viscoplasticity modeling of asphalt concrete behaviour" (123) : 144-159, 2004
2 Ferry, J. D., "Viscoelastic properties of polymer" John Wiley & Sons, United States of America 1980
3 Schwartz, C. W., "Timetemperature superposition for asphalt concrete at large compressive strains" (1789) : 101-112, 2002
4 Chehab, G. R., "Time temperature superposition principle for asphalt concrete mixtures with growing damage in tension state" 71 : 559-593, 2002
5 Williams, M. L., "The temperature dependence of relaxation mechanism in amorphous polymers and other glass-liquids" 77 (77): 3701-3707, 1955
6 Chompoorat, T., "Temperature shift function of asphaltic concrete for pavement design in tropical countries" 2 (2): 246-254, 2009
7 Pearratda, A., "Stability of asphalt concrete using asphalt cement grade AC60/70 and AC80/100" Bureau of Road Research and Development, Department of Highway 1989
8 NCHRP, "Simple performance test for superpave mix design" Federal Highway Administration, National Research Council 1998
9 Monismith, C. L., "Rheological behavior of asphalt concrete" 35 : 400-450, 1966
10 Santucci, L., "Performance graded (PG) asphalts in California" Institute of Transportation Studies, University of California Berkeley 2005
11 Illinois Department of Transportation(IDOT)., "Pavement technology advisory: Performance graded binder material for hot mix asphalt, Design, Construction and Materials" Bureau of Materials and Physical Research 2005
12 Schapery, R. A., "Nonlinear viscoelastic and viscoplastic constitutive equations with growing damage" 97 (97): 33-66, 1999
13 Kim, "Modeling of asphalt concrete" ASCE Press 2009
14 Krarup, J., "Measured and calculated pavement response in the Danish Road Testing Machine" American Society of Testing and Materials 1994
15 Kim, Y. R., "Interrelationships among stiffnesses of asphalt-aggregate mixtures" 64 : 575-609, 1995
16 Roberts, F. L., "Hot mix asphalt materials, mixture design, and construction" National Asphalt Pavement Association Education Foundation 1996
17 Mitchell, J. K., "Fundamentals of soil behavior" John Wiley & Sons 2005
18 Gillespie, T. D., "Effects of heavyvehicle characteristics on pavement response and performance" National Cooperative Highway Research Program 1993
19 Zafir, Z., "Dynamic pavementstrain histories from moving traffic load" 120 (120): 821-842, 1994
20 Mehta, Y. A., "Determination of the linear viscoelastic limits of asphalt concrete at low and intermediate temperatures" 69 : 281-312, 2000
21 Goodrich, J. L, "Asphaltic binder rheology, asphalt concrete rheology, and asphalt concrete mix properties" 60 : 80-120, 1991
22 Khosravifar, S., "Application of time-temperature superposition to develop master curves of cumulative strain in repeated load permanent deformation tests" 16 (16): 214-223, 2015
23 "ASTM D6931. Standard test method for indirect tensile (IDT) strength of bituminous mixtures"
24 "ASTM D6927. Standard test method for Marshall stability and flow of asphalt mixtures"
25 "ASTM D6926. Standard practice for preparation of bituminous specimens using marshall apparatus"
26 "ASTM D5. Standard test method for penetration of bituminous materials"
27 "AASHTO T49. Standard method of test for penetration of bituminous materials"
28 Likitlersuang, S., "A model for shear response of asphaltic concrete at different shear rates and temperatures" 135 (135): 1257-1264, 2009
29 Park, S. W., "A Viscoelastic continuum damage model and its application to uniaxial behavior of asphalt concrete" 24 (24): 241-255, 1996