Fatigue Characteristics of Bitumen-Filler Mastics and Asphalt Mixtures
Publication: Journal of Materials in Civil Engineering
Volume 24, Issue 7
Abstract
Fatigue cracking is considered to be the primary failure mechanism that occurs at ambient temperatures in an asphalt pavement. The bituminous binder plays an important role in this failure mechanism, because fatigue cracking tends to take place predominately within the binder itself. Oscillatory tests using a dynamic shear rheometer (DSR) and wheel tracking fatigue tests were carried out on a wide range of bitumen-filler mastics and on asphalt mixtures containing the corresponding mastics to investigate their fatigue relationships. The addition of the mineral filler to bitumen was found to have a significant influence on the fatigue life of mastic owing to the stiffening effect and the filler particles interrupting the crack growth in the mastic. The results of stiffening ratio showed that the 65% mastics were in the concentrated suspension region, whereas the 35% mastics were in the dilute suspension region. In terms of shear stress, the fatigue order was pen bitumen followed by 35% mastic, with 65% mastic having the highest fatigue performance. In terms of shear strain, the fatigue order was the reverse of the fatigue relationships versus stress, but the pen bitumen had the greatest slope compared with the bitumen-filler mastics. No loading mode dependency occurred with results undertaken on the dilute suspension mastics, whereas testing mode had an influence on fatigue life for the mastics with concentrated suspension. In addition, the fatigue performance of asphalt mixtures seemed to be more sensitive to the wheel load rather than the concentration and nature of bitumen-filler mastics. The slope of the fatigue line for the mixtures was synonymous with that of the fatigue line for the mastics with concentrated suspension when subjected to wheel tracking testing rather than DSR oscillatory shear testing.
Get full access to this article
View all available purchase options and get full access to this article.
References
Airey, G. D., and Hunter, A. E. (2003). “Dynamic mechanical testing of bitumen: Pample preparation methods.” ICE Transport, 156(2), 85–92.
Anderson, D. A. (1987). “Guidelines for use of dust in hot-mix asphalt concrete mixtures.” J. Assoc. Asphalt Paving Technol.JAAPGG, 56, 492–516.
Anderson, D. A., Le Hir, Y. M., Marasteanu, M. O., Planche, J.-P., Martin, D., and Gauthier, G. (2001). “Evaluation of fatigue criteria for asphalt binders.” Transportation Research Record 1766, Transportation Research Board, Washington, DC, 48–56.
Bahia, H. U., Zhai, H., Bonnetti, K., and Kose, S. (1999). “Non-linear viscoelastic and fatigue properties of asphalt binders.” J. Assoc. Asphalt Paving Technol.JAAPGG, 68, 1–34.
Bahia, H. U., Zhai, H., Zeng, M., Hu, Y., and Turner, P. (2002). “Development of binder specification parameters based on characterization of damage behavior.” J. Assoc. Asphalt Paving Technol.JAAPGG, 70, 442–470.
British Standards Institution. (2005). “Coated macadam (asphalt concrete) for roads and other paved areas—Part 1: Specification for constituent materials and for mixtures.” BS 4987-1, London.
Chen, J. S., and Peng, C. H. (1998). “Analyses of tensile failure properties of asphalt-mineral filler mastics.” J. Mater. Civ. Eng.JMCEE7, 10(4), 256–262.
Faheem, A., and Bahia, H. (2009). “Conceptual phenomenological model for interaction of asphalt binders with mineral fillers.” J. Assoc. Asphalt Paving Technol.JAAPGG, 78, 679–720.
Faheem, A., Wen, H., Stephene, L., and Bahia, H. (2008). “Effect of mineral filler on damage resistance characteristics of asphalt binders.” J. Assoc. Asphalt Paving Technol.JAAPGG, 77, 885–908.
Hartman, A. M., and Gilchrist, M. D. (2004). “Evaluation four-point bend fatigue of asphalt mix using image analysis.” J. Mater. Civ. Eng.JMCEE7, 16(1), 60–68.
Heukelom, W. (1965). “The role of filler in bitumen mixes.” J. Assoc. Asphalt Paving Technol.JAAPGG, 34, 396–429.
Kavussi, A., and Hicks, R. G. (1997). “Properties of bituminous mixtures containing different fillers.” J. Assoc. Asphalt Paving Technol.JAAPGG, 66, 153–186.
Kim, Y.-R., and Little, D. N. (2004). “Linear viscoelastic analysis of asphalt mastics.” J. Mater. Civ. Eng.JMCEE7, 16(2), 122–132.
Little, D. N., and Petersen, J. C. (2005). “Unique effects of hydrated lime filler on the performance-related properties of asphalt cements: Physical and chemical interactions revisited.” J. Mater. Civ. Eng.JMCEE7, 17(2), 207–218.
Pell, P. S., and Cooper, K. E. (1975). “The effect of testing and mix variables on the fatigue performance of bituminous materials.” J. Assoc. Asphalt Paving Technol.JAAPGG, 44, 1–37.
Petersen, J. C. et al. (1994). “Binder characterization and evaluation, volume 4: Test method.” SHRP-A-370 Rep., Strategic Highway Research Program, National Research Council, Washington, DC.
Rowe, G. M. (1996). “Application of the dissipated energy concept to fatigue cracking in asphalt pavements.” Ph.D. dissertation, Dept. of Civil Engineering, Univ. of Nottingham, Nottingham, UK.
Santagata, E., Baglieri, O., and Dalmazzo, D. (2008). “Experimental investigation on the fatigue damage behaviour of modified bituminous binders and mastics.” J. Assoc. Asphalt Paving Technol.JAAPGG, 77, 851–884.
Shashidhar, N., and Romero, P. (1998). “Factors affecting the stiffening potential of mineral fillers.” Transportation Research Record 1638, Transportation Research Board, Washington, DC, 94–100.
Shenoy, A. (1999). Rheology of filled polymer systems, Kluwer Academic Publishers, Dordrecht, Netherlands.
Soenen, H., De La Roche, C., and Redelius, P. (2004). “Predict mix fatigue tests from binder fatigue properties, measured with a DSR.” Proc., 3rd Eurasphalt and Eurobitume Congress, Foundation Eurasphalt, Breukelen, Netherlands.
Tunnicliff, D. G. (1967). “Binding effects of mineral filler.” J. Assoc. Asphalt Paving Technol.JAAPGG, 36, 114–156.
Van Dijk, W. (1975). “Practical fatigue characterization of bituminous mixes.” J. Assoc. Asphalt Paving Technol.JAAPGG, 44, 38–74.
Information & Authors
Information
Published In
Copyright
© 2012. American Society of Civil Engineers.
History
Received: Sep 22, 2011
Accepted: Dec 14, 2011
Published online: Dec 19, 2011
Published in print: Jul 1, 2012
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.