Time-temperature superposition principle for bituminous mixtures

European Journal of Environmental and Civil Engineering

Volumn 13, Issue 9, 2009, Pages 1095-1107

  Nguyen, Hoang Minh ^a   Pouget, Simon ^a   Di Benedetto, Hervé ^a   Sauzéat, Cédric ^a  

^a UNIVERSITÉ DE LYON   (France)

Author keywords

Linear behaviour; Linear viscoelasticity; Master curve; Non linear domain; Shift factor; Thermal sensitivity; Thermo viscoplastic model; Time Temperature Superposition Principle (TTSP)

Indexed keywords

EID: 84885904066     PISSN: 19648189     EISSN: None     Source Type: Journal    
DOI: 10.1080/19648189.2009.9693176     Document Type: Article

References (16)

1. Airey, G. D., and Behzad, R., 2004. “Combined bituminous binder and mixture linear rheological properties”. Construction and Building Materials, 18:535–548.
2. Delaporte, B., Di Benedetto, H., Chaverot, P., and Gauthier, G., March 2007. “Linear viscoelastic properties of bituminous materials:From binders to mastics”. In Association of Asphalt Paving Technologists (AAPT) San Antonio (Texas) March
3. Di Benedetto, H., and Corté, J. F., 2005. Matériaux routiers bitumineux 2:Constitution et propriétés thermomécaniques des mélanges Lavoisier
4. Di Benedetto, H., Delaporte, B., and Sauzéat, C., 2007a. “Three-dimensional linear behavior of bituminous materials:experiments and modeling”. International Journal of Geomechanics (ASCE), 7 (issue 2):149–157.
5. Di Benedetto, H., Neifar, M., Sauzeat, C., and Olard, F., 2007b. “Three-dimensional thermo-viscoplastic behaviour of bituminous materials:the DBN model”. In International Journal Road Materials and Pavement Design Issue 2 285–316.
6. Di Benedetto, H., Nguyen, H. M., Pouget, S., and Sauzéat, C., 2008. “Time-temperature superposition principle for bituminous mixtures:three dimensional approach and extension in the non-linear domain”. Int. Conf. Transportation Infrastructure (ICTI),:178–88. Beijing
7. Di Benedetto, H., Olard, F., Sauzéat, C., and Delaporte, B., 2004. “Linear viscoelastic behavior of bituminous materials:from binders to mixes”. In International Journal Road Materials and Pavement Design (EATA), vol.5, Special Issue 163–202.
8. Di Benedetto, H., Partl, M. N., Francken, L., and De la Roche, C., 2001. “Stiffness testing for bituminous Mixtures”. Materials and Structures, 34 March:66–70.
9. Dongmo, B. J., 2005. Caractérisation des déformations d'orniérage des chaussées bitumineuses Thèse de doctorat, ENTPE-INSA Lyon
10. Doubbaneh, E., 1995. Comportement mécanique des enrobés bitumineux des petites aux grandes déformations Thèse de doctorat ENTPE INSA Lyon
11. Ferry, J. D., 1980. Viscoelastic Properties of Polymers John & Sons
12. Huet, C., 1963. Etude par une méthode d'impédance du comportement viscoélastique des matériaux hydrocarbonés Thèse de doctorat de l'université de Paris
13. Marasteanu, M. O., 1999. Inter-conversions of the linear viscoelastic functions used for the rheological characterization of asphalt binders, PhD, University of Pennsylvania
14. Neifar, M., and Di Benedetto, H., 2001. “Thermo-viscoplastic law for bituminous mixes”. International Journal Road Materials and Pavement Design, 2 (n° 1):71–96.
15. NF EN 12697–33. 2004. test methods for hot mix asphalt—part 33:Specimen prepared by roller compactor, European standard
16. Underwood, B. S., Kim, Y. R., and Guddati, M., 2007. “Characterization and performance prediction of ALF mixtures using a viscoelastoplastic continuum damage model”, Association of Asphalt Paving Technologists (AAPT) Savannah (Georgia), Publication in the Journal of the. AAPT, 75 March:27–29. 577–636