Technical Papers
Aug 26, 2015

Physiochemical, Rheological, and Oxidative Aging Characteristics of Asphalt Binder in the Presence of Mesoporous Silica Nanoparticles

Publication: Journal of Materials in Civil Engineering
Volume 28, Issue 2

Abstract

Physiochemical and rheological properties of asphalt binder are known to directly relate to asphalt pavement performance as it relates to fatigue and low temperature cracking. While other performance criteria such as rutting is also affected by binder properties, the latter is known to be also very sensitive to aggregate skeleton and mixture gradation. To enhance pavement performance, asphalt industry has commonly used various modifiers to improve binder rheological properties both before and after it is exposed to oxidative aging. Among those additives are polymers, ground tire rubber, as well as several organic and inorganic fillers. Inorganic fillers such as nano-clay and silica fume showed to be promising candidates to enhance asphalt rheology and aging behavior. Such enhancements are typically attributed to the presence of silicate platelet and silica particles. Accordingly, this paper investigates the merits of application of mesoporous silica nanoparticles in this paper referred to as nano-silica as an asphalt binder additive to enhance binder rheological properties and oxidative aging resistance. To do so, different percentages of nano-silica were added to neat asphalt binder. Asphalt binder was then exposed to short-term oxidative aging using a rolling thin film oven (RTFO). To study the distribution of nano-silica in binder as well as the change in the chemical, rheological, and morphological properties of asphalt binders due to the addition of nano-silica, the scanning electron microscopy (SEM), Superpave tests, and Fourier transform infrared spectroscopy (FTIR) were conducted. It was found that introduction of nano-silica to asphalt binder can improve the rheological properties and oxidative aging resistance of asphalt binder.

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References

Airey, G. D. (2002). “Use of black diagrams to identify inconsistencies in rheological data.” Road Mater. Pavement Des., 3(4), 403–424.
ASTM. (2008a). “Standard test method for determining the rheological properties of asphalt binder using a dynamic shear rheometer.” ASTM-D7175, West Conshohocken, PA.
ASTM. (2008b). “Standard test method for multiple stress creep and recovery (MSCR) of asphalt binder using a dynamic shear rheometer.” ASTM-D7405, West Conshohocken, PA.
ASTM. (2010). “Standard method of test for multiple stress creep and recovery (MSCR) of asphalt binder using a dynamic shear rheometer.” ASTM D7405, West Conshohocken, PA.
ASTM. (2012). “Standard test method for effect of heat and air on a moving film of asphalt (rolling thin-film oven test).” ASTM-D2872, West Conshohocken, PA.
Bahia, H. U., Hanson, D. I., Zeng, M., Zhai, H., Khatri, M. A., and Anderson, R. M. (2001). “Characterization of modified asphalt binders in superpave mix design.”, Transportation Research Board, National Research Council, Washington, DC.
BSI (British Standards Institution). (2010). “Bitumen and bituminous binders. Determination of storage stability of modified bitumen.” BS EN 13399, London, U.K.
Cheng, C. F., Cheng, H. H., Cheng, P. W., and Lee, Y. J. (2006). “Effect of reactive channel functional groups and nanoporosity of nanoscale mesoporous silica on properties of polyimide composite.” Macromolecules, 39(22), 7583–7590.
D’Angelo, J. (2009a). “Current status of superpave binder specification.” Road Mater. Pavement Des., 10, 13–24.
D’Angelo, J. (2009b). “The relationship of the MSCR test to rutting.” Road Mater. Pavement Des., 10, 61–80.
D’Angelo, J., Kluttz, R., Dongre, R., Stephens, K., and Zanzotto, L. (2007). “Revision of the superpave high temperature binder specification: The multiple stress creep recovery test (with discussion).” Asphalt Paving Technol., 76, 123–162.
Delaporte, B., Di Benedetto, H., Chaverot, P., and Gauthier, G. (2008). “Effect of ultrafine particles on linear viscoelastic properties of mastics and asphalt concretes.”, Transportation Research Board, Washington, DC, 41–48.
Fini, E. (2013). “Synthesis and characterization.” Nanotechnology, Vol. 3, Stadium Press LLC, Houston, TX.
Golalipour, A. (2011). “Modification of multiple stress creep and recovery test procedure and usage in specification.” M.S. thesis, Univ. of Wisconsin-Madison, Madison, WI.
Hu, Y. -H., Chen, C. -Y., and Wang, C. -C. (2004). “Viscoelastic properties and thermal degradation kinetics of silica/PMMA nanocomposites.” Polym. Degrad. Stab., 84(3), 545–553.
Kong, D., Du, X., Wei, S., Zhang, H., Yang, Y., and Shah, S. P. (2012). “Influence of nano-silica agglomeration on microstructure and properties of the hardened cement-based materials.” Constr. Build. Mater., 37, 707–715.
Liu, C. H., and Pan, C. Y. (2007). “Grafting polystyrene onto silica nanoparticles via RAFT polymerization.” Polymer, 48(13), 3679–3685.
Onochie, A., Fini, E., Yang, X., Mills-Beale, J., and You, Z. (2013). “Rheological characterization of nano-particle based bio-modified binder.” Transportation Research Board, Washington, DC.
Petersen, J. C., Barbour, F. A., and Dorrence, S. M. (1974). “Catalysis of asphalt oxidation by mineral aggregate surfaces and asphalt components.” Proc., Association of Asphalt Paving Technologists, Vol. 43, Univ. of Minnesota, Minneapolis, MN, 162–177.
Senff, L., Labrincha, J. A., Ferreira, V. M., Hotza, D., and Repette, W. L. (2009). “Effect of nano-silica on rheology and fresh properties of cement pastes and mortars.” Constr. Build. Mater., 23(7), 2487–2491.
Singh, L. P., Karade, S. R., Bhattacharyya, S. K., Yousuf, M. M., and Ahalawat, S. (2013). “Beneficial role of nanosilica in cement based materials—A review.” Constr. Build. Mater., 47, 1069–1077.
Tabatabaee, N., and Tabatabaee, H. A. (2010). “Multiple stress creep and recovery and time sweep fatigue tests: Crumb rubber modified binder and mixture performance.”, Transportation Research Board, Washington, DC, 67–74.
Tayfur, S., Ozen, H., and Aksoy, A. (2007). “Investigation of rutting performance of asphalt mixtures containing polymer modifiers.” Constr. Build. Mater., 21(2), 328–337.
Yang, J., and Tighe, S. (2013). “A review of advances of nanotechnology in asphalt mixtures.” Procedia Soc. Behav. Sci., 96, 1269–1276.
Yao, H., et al. (2012a). “Performance of asphalt binder blended with non-modified and polymer-modified nanoclay.” Constr. Build. Mater., 35, 159–170.
Yao, H., et al. (2012b). “Rheological properties and chemical bonding of asphalt modified with nanosilica.” J. Mater. Civ. Eng., 1619–1630.
You, Z., et al. (2011). “Nanoclay-modified asphalt materials: Preparation and characterization.” Constr. Build. Mater., 25(2), 1072–1078.
Yusoff, N. I. M., Breem, A. A. S., Alattug, H. N. M., Hamim, A., and Ahmad, J. (2014). “The effects of moisture susceptibility and ageing conditions on nano-silica/polymer-modified asphalt mixtures.” Constr. Build. Mater., 72, 139–147.
Zhang, M. H., and Islam, J. (2012). “Use of nano-silica to reduce setting time and increase early strength of concretes with high volumes of fly ash or slag.” Constr. Build. Mater., 29, 573–580.
Zhou, Z. A., Xu, Z., Masliyah, J. H., and Czarnecki, J. (1999). “Coagulation of bitumen with fine silica in model systems.” Colloids Surf., A, 148(3), 199–211.

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Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 28Issue 2February 2016

History

Received: Jan 9, 2015
Accepted: Jul 8, 2015
Published online: Aug 26, 2015
Discussion open until: Jan 26, 2016
Published in print: Feb 1, 2016

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Authors

Affiliations

Ellie H. Fini, Ph.D., M.ASCE [email protected]
P.E.
Associate Professor, Dept. of Civil Engineering, North Carolina A&T State Univ., 434 McNair Hall, 1601 E. Market St., Greensboro, NC 27411 (corresponding author). E-mail: [email protected]; [email protected]
Pouria Hajikarimi
Research Scholar and Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Amirkabir Univ. of Technology (Tehran Polytechnic), 193954598 Tehran, Iran.
Mohammad Rahi
Director, Research and Development Division, Pasargad Oil Company, Tondgouyan Highway, Rajaei Shahr, 158754413 Tehran, Iran.
Fereidoon Moghadas Nejad, Ph.D.
P.E.
Associate Professor and Head of Transportation Group, Dept. of Civil and Environmental Engineering, Amirkabir Univ. of Technology (Tehran Polytechnic), 158754413 Tehran, Iran.

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