Technical Papers
Dec 15, 2017

Time-Temperature-Age Superposition Validation for Linear Viscoelastic Properties of Bituminous Materials

Publication: Journal of Materials in Civil Engineering
Volume 30, Issue 2

Abstract

Aging, as an integral part of organic materials like asphalt binder, imposes a significant effect on chemical, physical, and performance-related properties of asphalt mixtures. One of the methods that has been proposed for consideration of aging in constitutive models of asphalt binder and asphalt mixtures within a linear viscoelastic range is time-temperature-age superposition of material function master curves. However, use of this method has not yet been verified for different bituminous materials. Thus, in this study, the validity of time-temperature-age superposition for different bituminous materials was tested. Furthermore, a valid framework to apply time-temperature-age superposition to viscoelastic material functions of asphalt binders was proposed. Oscillation tests within linear viscoelastic limits of asphalt binder and asphalt mixtures were applied on laboratory-aged specimens. Phase angle and complex modulus master curves were determined and the applicability of time-temperature-age shifting was evaluated. The results suggest that temperature-independent horizontal shift factors can be considered for asphalt binders. Furthermore, dynamic modulus testing of the asphalt mixtures at different aging levels shows that because of a local maximum existing in the phase angle master curve of asphalt mixture, horizontal and vertical shift factors cannot yield a superposition of the phase angle master curves. It can be concluded that time-temperature-age shifting cannot be used to implement aging in the constitutive models of asphalt mixtures.

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References

AASHTO. (2002). “Mixture conditioning of hot mix asphalt (HMA).” AASHTO R30, Washington, DC.
AASHTO. (2011a). “Determining dynamic modulus of hot mix asphalt (HMA).” AASHTO T342, Washington, DC.
AASHTO. (2011b). “Recovery of asphalt binder from solution by abson method.” AASHTO R59, Washington, DC.
AASHTO. (2012a). “Accelerated aging of asphalt binder using a pressurized aging vessel (PAV).” AASHTO R28, Washington, DC.
AASHTO. (2012b). “Determining the rheological properties of asphalt binder using a dynamic shear rheometer (DSR).” AASHTO T315, Washington, DC.
AASHTO. (2013). “Effect of heat and air on a moving film of asphalt binder (Rolling Thin-Film Oven Test).” AASHTO T240, Washington, DC.
AASHTO. (2014). “Quantitative extraction of asphalt binder from hot mix asphalt (HMA).” AASHTO T164, Washington, DC.
Abu Al-Rub, R. K., Darabi, M. K., Kim, S.-M., Little, D. N., and Glover, C. J. (2013). “Mechanistic-based constitutive modeling of oxidative aging in aging-susceptible materials and its effect on the damage potential of asphalt concrete.” Constr. Build. Mater., 41, 439–454.
Airey, G. D. (2007). “State of the art report on ageing test methods for bituminous pavement materials.” Int. J. Pavement Eng., 4(3), 165–176.
Airey, G. D., and Brown, S. F. (1998). “Rheological performance of aged polymer modified bitumens.” J. Assoc. Asphalt Paving Technol., 67(Mar), 66–100.
Asgharzadeh, S. M., Tabatabaee, N., Naderi, K., and Partl, M. N. (2015). “Evaluation of rheological master curve models for bituminous binders.” Mater. Struct., 48(1), 393–406.
Baek, C., Underwood, B., and Kim, Y. (2012). “Effects of oxidative aging on asphalt mixture properties.” Transp. Res. Rec., 2296, 77–85.
Booij, H. C., and Thoone, G. P. J. M. (1982). “Generalization of Kramers-Kronig transforms and some approximations of relations between viscoelastic quantities.” Rheologica Acta, 21(1), 15–24.
Bradshaw, R. D., and Brinson, L. C. (1997). “Physical aging in polymers and polymer composites: An analysis and method for time-aging time superposition.” Polym. Eng. Sci., 37(1), 31–44.
Branthaver, J. F., et al. (1993). Binder characterization and evaluation, Vol. 2, SHRP, Washington, DC.
Chailleux, E., Ramond, G., Such, C., and de La Roche, C. (2011). “A mathematical-based master-curve construction method applied to complex modulus of bituminous materials.” Road Mater. Pavement Des., 7(S1), 75–92.
Chen, J.-S., and Huang, L.-S. (2000). “Developing an aging model to evaluate engineering properties of asphalt paving binders.” Mater. Struct., 33(9), 559–565.
Daniel, J., Kim, Y., and Lee, H.-J. (1998). “Effects of aging on viscoelastic properties of asphalt-aggregate mixtures.” Transp. Res. Rec., 1630, 21–27.
De La Roche, C., et al. (2009). “Development of a laboratory bituminous mixtures ageing protocol.” Advanced Testing and Characterization of Bituminous Materials, Taylor & Francis Group, Abingdon, U.K.
De La Roche, C., Gabet, T., Van de Ven, M., Van den Bergh, W., and Grenfell, J. (2010). “Results of interlaboratory tests on a laboratory bituminous mixtures ageing protocol.” Proc., 11th Int. Conf. on Asphalt Pavements, International Society for Asphalt Pavements, Lino Lakes, MN.
Farrar, M., Loveridge, J. L., and Rovani, J. (2015). “The limit of detection (LOD) method: An FTIR screening tool for evaluating solvent remaining after extraction.”, Western Research Institute, Laramie, WY.
Farrar, M., Turner, T., Planche, J.-P., Schabron, J., and Harnsberger, P. (2013). “Evolution of the crossover modulus with oxidative aging.” Transp. Res. Rec., 2370, 76–83.
Gordon, G. V., and Shaw, M. T. (1994). Computer programs for rheologists, Hanser Gardner Publications, University Heights, IL.
Hintz, C., Velasquez, R., Li, Z., and Bahia, H. (2011). “Effect of oxidative aging on binder fatigue performance.” J. Assoc. Asphalt Paving Technol., 80, 527–548.
Huang, S.-C., Robertson, R. E., Branthaver, J. F., and Claine Petersen, J. (2005). “Impact of lime modification of asphalt and freeze–thaw cycling on the asphalt–aggregate interaction and moisture resistance to moisture damage.” J. Mater. Civ. Eng., 711–718.
Jin, X. (2012). “Asphalt oxidation kinetics and pavement oxidation modeling.” Ph.D. dissertation, Texas A&M Univ., College Station, TX.
Kliewer, J., Zeng, H., and Vinson, T. (1996). “Aging and low-temperature cracking of asphalt concrete mixture.” J. Cold Reg. Eng., 134–148.
Lamontagne, J., Dumas, P., Mouillet, V., and Kister, J. (2001). “Comparison by Fourier transform infrared (FTIR) spectroscopy of different ageing techniques: Application to road bitumens.” Fuel, 80(4), 483–488.
Lesueur, D. (2009). “The colloidal structure of bitumen: Consequences on the rheology and on the mechanisms of bitumen modification.” Adv. Colloid Interface Sci., 145(1–2), 42–82.
Lesueur, D., Gerard, J. F., Claudy, P., Letoffe, J. M., Planche, J. P., and Martin, D. (1996). “A structure-related model to describe asphalt linear viscoelasticity.” J. Rheol., 40(5), 813–836.
Lu, X., and Isacsson, U. (1998). “Chemical and rheological evaluation of ageing properties of SBS polymer modified bitumens.” Fuel, 77(9–10), 961–972.
Marasteanu, M., and Anderson, D. (1999). “Improved model for bitumen rheological characterization.” Eurobitume Workshop on Performance Related Properties for Bituminous Binders, European Bitumen Association, Brussels, Belgium.
Marsac, P., et al. (2014). “Potential and limits of FTIR methods for reclaimed asphalt characterisation.” Mater. Struct., 47(8), 1273–1286.
Masad, E., Huang, C.-W., Airey, G., and Muliana, A. (2008). “Nonlinear viscoelastic analysis of unaged and aged asphalt binders.” Constr. Build. Mater., 22(11), 2170–2179.
Mateos, A., Ayuso, J., and Jáuregui, B. (2012). “Evolution of asphalt mixture stiffness under combined effects of damage, aging, and densification under traffic.” Transp. Res. Rec., 2304, 185–194.
Mill, T., Tse, D., Loo, B., Yao, C., and Canavesi, E. (1992). “Oxidation pathways for asphalt.” ASC Div. Fuel Chem., 37(3), 1367–1375.
Mirza, M. W., and Witczak, M. (1995). “Development of a global aging system for short and long term aging of asphalt cements.” J. Assoc. Asphalt Paving Technol., 64, 393–430.
Morian, N., Hajj, E., Glover, C., and Sebaaly, P. (2011). “Oxidative aging of asphalt binders in hot-mix asphalt mixtures.” Transp. Res. Rec., 2207(Mar), 107–116.
Mouillet, V., Farcas, F., Battaglia, V., Besson, S., Petiteau, C., and Le Cunff, F. (2009). Identification and quantification of bituminous binder’s oxygenated species, Laboratoire central des ponts et chaussées (LCPC), Paris.
Naderi, K., Asgharzadeh, S., Tabatabaee, N., and Partl, M. (2014). “Evaluating aging properties of crumb rubber and styrene-butadiene-styrene modified binders.” Transp. Res. Rec., 2444, 110–119.
Olard, F., and Di Benedetto, H. (2003). “General ‘2S2P1D’ model and relation between the linear viscoelastic behaviours of bituminous binders and mixes.” Road Mater. Pavement Des., 4(2), 185–224.
Ozer, H., Yousefi, S. S., Al-Qadi, I. L., and Elizalde-Castro, G. (2015). “Field aging and development of aging model for hot-poured crack sealants.” Transp. Res. Rec., 2481, 90–99.
Pauli, A. T., and Huang, S.-C. (2013). “Relationship between asphalt compatibility, flow properties, and oxidative aging.” Int. J. Pavement Res. Technol., 6(1), 1–7.
Petersen, J. C. (2007). “Asphalt oxidation—An overview including a new model for oxidation proposing that physicochemical factors dominate the oxidation kinetics.” Fuel Sci. Technol. Int., 11(1), 57–87.
Piérard, N. (2013). Bitumen analysis by FTIR spectrometry: Testing and analysis protocol, BRRC protocol, ME85/13, Belgian Road Research Centre, Brussels, Belgium.
Rowe, G., and Sharrock, M. (2011). “Alternate shift factor relationship for describing temperature dependency of viscoelastic behavior of asphalt materials.” Transp. Res. Rec., 2207, 125–135.
Savitzky, A., and Golay, M. J. E. (1964). “Smoothing and differentiation of data by simplified least squares procedures.” Anal. Chem., 36(8), 1627–1639.
Stastna, J., Zanzotto, L., and Berti, J. (1997). “How good are some rheological models of dynamic material functions of asphalt?” J. Assoc. Asphalt Paving Technol., 66(Mar), 458–485.
Struik, L. C. E. (1977). Physical aging in amorphous polymers and other materials, Delft Univ. of Technology, Delft, Netherlands.
Traxler, R. (1961). “Relation between asphalt composition and hardening by volatilization and oxidation.” Association of Asphalt Paving Technologists Proc., Vol. 30, AAPT, Lino Lakes, MN, 359–372.
Traxler, R. (1963). “Durability of asphalt cements.” Association of Asphalt Paving Technologists Proc., Vol. 32, AAPT, Lino Lakes, MN, 44–63.
Yusoff, N. I. M., Chailleux, E., and Airey, G. D. (2011a). “A comparative study of the influence of shift factor equations on master curve construction.” Int. J. Pavement Res. Technol., 4(6), 324–336.
Yusoff, N. I. M., Shaw, M. T., and Airey, G. D. (2011b). “Modelling the linear viscoelastic rheological properties of bituminous binders.” Constr. Build. Mater., 25(5), 2171–2189.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 30Issue 2February 2018

History

Received: Mar 14, 2017
Accepted: Aug 15, 2017
Published online: Dec 15, 2017
Published in print: Feb 1, 2018
Discussion open until: May 15, 2018

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Authors

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Koorosh Naderi
Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Amirkabir Univ. of Technology, 424 Hafez Ave., 15875-4413 Tehran, Iran.
Fereidoon Moghadas Nejad [email protected]
Associate Professor, Dept. of Civil and Environmental Engineering, Amirkabir Univ. of Technology, 424 Hafez Ave., 15875-4413 Tehran, Iran (corresponding author). E-mail: [email protected]
Ali Khodaii
Professor, Dept. of Civil and Environmental Engineering, Amirkabir Univ. of Technology, 424 Hafez Ave., 15875-4413 Tehran, Iran.

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