Evaluation of Effects of Extended Short-Term Aging on the Rheological Properties of Asphalt Binders at Intermediate Temperatures Using Respond Surface Method

Authors

  • Meor Othman Hamzah School of Civil Engineering, Universiti Sains Malaysia, Engineering Campus, 14300 Nibong Tebal, Seberang Perai Selatan, P.Pinang, Malaysia
  • Seyed Reza Omranian School of Civil Engineering, Universiti Sains Malaysia, Engineering Campus, 14300 Nibong Tebal, Seberang Perai Selatan, P.Pinang, Malaysia
  • Babak Golchin Department of Civil Engineering, Ahar Branch, Islamic Azad University, Ahar, Iran
  • Mohd Rosli Hainin Department of Geotechnics and Transportation, Faculty of Civil Engineering, Universiti Teknologi Malaysia, 81310 UTM Johor Bahru, Johor Malaysia

DOI:

https://doi.org/10.11113/jt.v73.4306

Keywords:

Asphalt binder, rheological properties, aging, response surface method

Abstract

Predicting the effects of short term aging on asphalt binders’ rheological properties can be a complicated task.  This is due to the exposure of different binders to different conditions. Hence, the utilization of a Respond Surface Method (RSM) is a practical way to predict these effects. An experimental matrix was planned to predict asphalt binders behavior at intermediate temperatures based on the central composite design for aging duration and test temperature. The test results showed that prolonging aging increased the binder complex modulus, but decreased the phase angle, while increasing the test temperature decreased the complex modulus but increased the phase angle. However, the trends in aging differ and depend on the binder type, test temperature and aging conditions. It was also found that the RSM method is a fast, effective and reliable tool to predict the effects of aging on binders’ rheological behavior.

References

Behbahani, H. 2004. Prediction of the Pavement Condition for Urban Roadway a Tehran Case Study (Research Note). International Journal of Engineering, Transactions B: Applications. 17(3): 219.

Oluwasola, E. A., Hainin, M. R. and Aziz, M. M. A. 2015. Evaluation of asphalt mixtures incorporating electric arc furnace steel slag and copper mine tailings for road construction. Transportation Geotechnics. 2: 47–55.

Oluwasola, E. A., Hainin, M. R., Aziz, M. M. A. and Santokh, S. A/L. M.S. 2014. Effect of Aging on the Resilient Modulus of Stone Mastic Asphalt Asphalt Incorporating Electric Arc Furnace Steel Slag and Copper Mine Tailings. 2nd International Civil and Infrastructure Engineering Conference (InCIEC).

Hamzah, M. O., S. R. Omranian, and A. S. Yahaya, 2015. Evaluation of the Impact of Extended Aging Duration on Visco-Elastic Properties of Asphalt Binders. Archives of Civil and Mechanical Engineering. DOI: 10.1016/j.acme.2015.02.006.

Mirza, M. W. and M. W. Witczak. 1995. Development of a Global Aging System for Short and Long-Term Aging of Asphalt Cements. Journal of the Association of Asphalt Paving Technologists. 64: 393–430.

Glover, C. J., R. Han, X. Jin, N. Prapaitrakul, Y. Cui, A. Rose, J. J. Lawrence, M. Padigala, E. Arambula, and E. S. Park. 2014. Evaluation of Binder Aging and Its Influence in Aging of Hot Mix Asphalt Concrete: Technical Report.

Caro, S., A. Diaz, D. Rojas, and N. Nuñez. 2014. A Micromechanical Model to Evaluate the Impact of Air Void Content and Connectivity in the Oxidation of Asphalt Mixtures. Construction and Building Materials. 61: 181–190.

Ashrafi, H. and M. Farid. 2010. A General Boundary Element Formulation for the Analysis of Viscoelastic Problems. International Journal of Engineering, Transactions A: Basics. 23(2): 153–167.

Mason, R. L., R. F. Gunst, and J. L. Hess. 2003. Statistical Design And Analysis Of Experiments: With Applications To Engineering And Science. John Wiley & Sons, 760 p. ISBN: 978-0-471-37216-5.

Kavussi, A., M. Qorbani, A. Khodaii, and H. F. Haghshenas. 2014. Moisture Susceptibility of Warm Mix Asphalt: A Statistical Analysis of The Laboratory Testing Results". Construction and Building Materials. 52: 511–517.

Hamzah, M. O., B. Golchin, and C. T. Tye. 2013. Determination of the Optimum Binder Content of Warm Mix Asphalt Incorporating Rediset Using Response Surface Method". Construction and Building Materials. 47: 1328–1336.

Khodaii, A., H. Haghshenas, and H. Kazemi Tehrani. 2012. Effect of Grading and Lime Content on HMA Stripping Using Statistical Methodology. Construction and Building Materials. 34: 131–135.

Jamshidi, A., M. O. Hamzah, and M. Zahed. 2013. Rheological Evaluation and Modeling of Sasobit®-Modified Asphalt Binder at High Temperatures. Petroleum Science And Technology. 31: 1574–1584.

Chakchouk, A., L. Trifi, B. Samet, and S. Bouaziz. 2009. Formulation of Blended Cement: Effect of Process Variables on Clay Pozzolanic Activity". Construction and Building Materials. 23(3): 1365–73.

Faseeulla Khan, M. D., D. K. Dwivedi, and S. Sharma. 2012. Development of Response Surface Model For Tensile Shear Strength of Weld-Bonds of Aluminium Alloy 6061 T651. Materials & Design. 34: 673–8.

Goh, C. S., H. T. Tan, K. T. Lee, and N. Brosse. 2011. Evaluation and Optimization of Organosolv Pretreatment Using Combined Severity Factors and Response Surface Methodology". Biomass and Bioenergy. 35(9): 4025–33.

ASTM D5, 2006. Standard Test Method for Penetration of Bituminous Materials. Annual Books of ASTM Standard Vol. 4.03, West Conshohocken, PA, USA.

ASTM D36, 2006. Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus). Annual Books of ASTM Standard Vol. 4.03. West Conshohocken, PA, USA.

ASTM D7175, 2006. Standard Test Method for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer. Annual Books of ASTM Standard Vol. 4.03. West Conshohocken, PA, USA.

ASTM D4402, 2006. Standard Test Method for Viscosity Determination of Asphalt at Elevated Temperatures Using a Rotational Viscometer. Annual Books of ASTM Standard Vol. 4.03. West Conshohocken, PA, USA.

ASTM D2872, 2006. Standard Test Method for Effect of Heat and Air Moving Film of Asphalt (Rolling Thin-Film Oven Test). Annual Books of ASTM Standard Vol. 4.03. West Conshohocken, PA, USA.

Hamzah, M. O., S. R. Omranian, A Jamshidi, and M. R. M. Hasan. 2012. Simulating Laboratory Short Term Aging to Suit Malaysian Field Conditions. World Academy of Science. Engineering and Technology International Journal of Civil, Architectural, Structural and Construction Engineering. 6(12): 117–121.

Lu, X., and U. Isacsson. 2002. Effect of Ageing on Bitumen Chemistry and Rheology. Construction and Building Materials. 16(1): 15–22.

Yusoff, N. I. M., Mounier, D., Marc-Stéphane, G., Hainin, M. R., Airey, G. D. and Di Benedetto, H. 2013. Modelling the rheological properties of bituminous binders using the 2s2p1d model. Construction and Building Materials. 38: 395–406.

Yusoff, N. I. M., Jakarni, F. M., Nguyen, V. H., Hainin, M. R. and Airey, G. D. 2013. Modelling the rheological properties of bituminous binders using mathematical equations. Construction and Building Materials. 40: 174–188.

Yusoff, N. I. Md., Airey, G. D. and Hainin, M. R. 2010. Predictability of complex modulus using rheological models. Asian Journal of Scientific Research. 3(1): 18–30.

Abdullah, M. E., Zamhari, K. A., Shamshudin, M. K., Hainin, M. R. and Idham, M. K. 2013. Rheological properties of asphalt binder modified with chemical warm asphalt additive. Advanced Materials Research. 671: 1692–1699.

Downloads

Published

2015-03-30

How to Cite

Evaluation of Effects of Extended Short-Term Aging on the Rheological Properties of Asphalt Binders at Intermediate Temperatures Using Respond Surface Method. (2015). Jurnal Teknologi, 73(4). https://doi.org/10.11113/jt.v73.4306