Viscoelastic modeling and field validation of flexible pavements

Journal of Engineering Mechanics

Volumn 132, Issue 2, 2006, Pages 172-178

  Elseifi, Mostafa A ^a   Al Qadi, Imad L ^a   Yoo, Pyeong Jun ^a  

^a University of Illinois at Urbana Champaign   (United States)

Author keywords

Asphalt mixes; Laboratory tests; Pavement design; Validation; Viscoelasticity

Indexed keywords

COMPUTER SIMULATION; DEFORMATION; ELASTICITY; FINITE ELEMENT METHOD; MATHEMATICAL MODELS; POISSON RATIO; VISCOELASTICITY;

HOT MIX ASPHALT (HMA); LABORATORY TESTS; PAVEMENT DESIGN; VALIDATION;

ASPHALT PAVEMENTS;

ASPHALT PAVEMENTS; COMPUTER SIMULATION; DEFORMATION; ELASTICITY; FINITE ELEMENT METHOD; MATHEMATICAL MODELS; POISSON RATIO; VISCOELASTICITY;

PAVEMENT; VISCOELASTICITY;

EID: 30944433871     PISSN: 07339399     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9399(2006)132:2(172)     Document Type: Article

References (12)

1. ABAQUS user's manual-version 6.4. (2003). Hibbitt, Karlsson & Sorensen, Pawtucket, R. I.
2. Al-Qadi, I. L., Elseifi, M. A., and Yoo, P. J. (2004a). "In-situ validation of mechanistic pavement finite element modeling." Proc., 2nd Int. Conf. on Accelerated Pavement Testing, Minneapolis.
3. Al-Qadi, I. L., Loulizi, A., Elseifi, M. A., and Lahouar, S. (2004b). "The Virginia Smart Road: The impact of pavement instrumentation on understanding pavement performance." Asphalt Paving Technol.ZZZZZZ0066-9466, 73, 427-465.
4. ERES Consultants and Fugro-BRE Inc. (2002). Introduction to mechanistic-empirical design of new and rehabilitated pavements, Reference Manual, NHI Course No. 131064.
5. Ferry, J. D. (1980). Viscoelastic properties of polymers, 3rd Ed., Wiley, New York.
6. Kim, Y. R., Daniel, J. S., and Wen, H. (2002). "Fatigue performance evaluation of Westrack asphalt mixtures using viscoelastic continuum damage approach." Rep. No. FHWA/NC/2002-004.
7. Loulizi, A., Al-Qadi, I. L., Lahouar, S., and Freeman, T. E. (2001). "Data collection and management of the instrumented Smart Road flexible pavement sections." Transportation Research Record 1769, Transportation Research Board, National Research Council, Washington, D.C.
8. Lytton R. L., et al., (1993). "Development and validation of performance prediction models and specifications for asphalt binders and paving mixes." SHRP A-357, Transportation Research Board, Washington, D.C.
9. Park, S. W., and Schapery, R. A. (1999). "Methods of interconversion between linear viscoelastic material functions. Part I-A numerical method based on Prony series." Int. J. Solids Struct.IJSOAD0020-768310.1016/S0020-7683(98)00055-9, 36, 1653-1675.
10. Sousa, J. B., Craus, J., and Monismith, C. L. (1991). "Summary report on permanent deformation in asphalt concrete." SHRP-A/ IR-91-104, Transportation Research Board, National Research Council, Washington, D.C.
11. Tobolosky, A. V. (1956). "Stress relaxation studies of the viscoelastic properties of polymers." J. Appl. Phys.JAPIAU0021-897910.1063/1.1722465, 27(7), 673-685.
12. Witczak, M. W., Kaloush, K., Pellinen, T., El-Basyouny, M., and Von Quintus, H. (2002). "Simple performance test for SuperPave mix design." NCHRP Rep. No. 465, Transportation Research Board, Washington, D.C.