TECHNICAL PAPERS
Feb 6, 2010

Morphology of Asphalt Mixture Rheological Master Curves

Publication: Journal of Materials in Civil Engineering
Volume 22, Issue 8

Abstract

Most asphalt mixture rheology studies were limited to condition tests and condition-evaluation indices, which cannot describe the changes in mechanical properties along with changing external conditions. The full-temperature–full-frequency master curves of rheological functions for asphalt mixtures were obtained by dynamic shearing test and time-temperature-shift formulation. The Christensen-Anderson-Marasteanu rheological model and morphology theory were combined to obtain the morphological characteristics of the rheological master curves. These morphological parameters can better describe the pavement performances of asphalt mixtures.

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References

AASHTO. (1998). “Standard specification for performance-graded asphalt binder.” AASHTO MP1, Washington, D.C., 10–19.
Bahia, H. U., Hanson, D. L., Zeng, M., Zhai, H., Khatri, M. A., and Anderson, R. M. (2001). “Characterization of modified asphalt binders in superpave mix design.” NCHRP Rep. No. 459, National Cooperative Highway Research Program, National Academy Press, Washington, D.C., 46–60.
Bouldin, M. G., Dongré, R., Zanzotto, L., and Rowe, G. M. (2000). “The application of viscoelastic models to predict the relative performance of binders for grading purposes.” Proc., 2nd Eurasphalt and Eurobitume Congress, Vol. 1, European Asphalt Association, Barcelona, Spain, 74–82.
Chi, F. (2007). “Study on morphology of asphalt mixture basing on characteristic of deformation.” Ph.D. thesis, South China Univ. of Technology Guangzhou, China, 1–20.
Christensen, D. W., Jr., and Anderson, D. A. (1992). “Interpretation of dynamic mechanical test data for paving grade asphalt cements.” Electron. J. Assoc. Asph. Paving Technol., 61, 67–116.
da Silva, L. S., de Camargo Forte, M. M., de Alencastro Vignol, L., and Cardozo, N. S. M. (2004). “Study of rheological properties of pure and polymer-modified Brazilian asphalt binders.” J. Mater. Sci., 39, 539–546.
Dongre, R., D’Angelo, J., and Reinke, G. (2004). “A new criterion for superpave high temperature binder specification.” Transportation Research Record., Vol. 1875, Transportation Research Board, National Research Council, Washington, D.C., 22–32.
Lenoble, C., and Nahas, N. C. (1994). “Dynamic rheology and hot-mix performance of polymer modified asphalt.” Electron. J. Assoc. Asph. Paving Technol., 63, 450–480.
Marasteanu, M., and Anderson, D. (1996). “Time-temperature dependency of asphalt binders—An improved model.” Electron. J. Assoc. Asph. Paving Technol., 65, 408–448.
Marasteanu, M. O., and Anderson, D. A. (1999). “Improved model for bitumen rheological characterization.” Eurobitume Workshop on Performance Related Properties for Bituminous Binders, Paper No. 133.
Shen, J., Li, F., and Chen, J. (2004). Technical specifications for construction of highway asphalt pavement, China Communication Press, Beijing, 9–10.
Stroup-Gardiner, M. (1996). “The significance of phase angle measurements for asphalt cements.” Electron. J. Assoc. Asph. Paving Technol., 65, 321–356.
Stuart, K. D., and Mogawer, W. S. (1997). “Validation of asphalt binder and mixture tests that predict rutting susceptibility using FHWA accelerated loading facility.” Proc., AAPT, J.AAPT., Salt Lake City, 109–152.
Witzak, M. W., Kaloush, I., Pellinen, T., El-Basyouny, M., and Von Quintus, H. (2002). “Simple performance tester for superpave mix design.” NCHRP 9-29, NCHRP Rep. No. 465, TRB, Washington, D.C., 50–64.
Zeng, M., Bahia, H. U., Zhai, H., Anderson, M. R., and Turner, P. (2001). “Rheological modeling of modified asphalt binders and mixtures.” Electron. J. Assoc. Asph. Paving Technol., 70, 403–411.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 22Issue 8August 2010
Pages: 806 - 810

History

Received: May 30, 2009
Accepted: Aug 24, 2009
Published online: Feb 6, 2010
Published in print: Aug 2010

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Authors

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Guilian Zou [email protected]
Hwy Research Institute of South China Univ. of Technology, Wushan Rd., Tianhe District, Guangzhou 510641, People’s Republic of China (corresponding author). E-mail: [email protected]
Xiaoning Zhang [email protected]
Hwy Research Institute of South China Univ. of Technology, Wushan Rd., Tianhe District, Guangzhou 510641, People’s Republic of China. E-mail: [email protected]
Research Institute of Hwy Ministry of Transport of the People’s Republic of China, No. 8 Xitucheng Rd., Beijing 100088, China. E-mail: [email protected]
Fengxia Chi [email protected]
Zhejiang Scientific Research Institute of Communication, Hangzhou Palaestra Rd., 379 Room, Hangzhou, China. E-mail: [email protected]

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