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Evaluation of the impact of extended aging duration on visco-elastic properties of asphalt binders

Wybrane pełne teksty z tego czasopisma
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
There are variations in the haulage distance between an asphalt mixing plant and the road construction site (field) and this may cause variations in the levels of aging of the asphalt mixture produced. This study evaluates the effects of extended aging durations during mixture transport from the plant to field. The rheological properties of different binders were characterized from the complex modulus, phase angle and Superpave™ rutting parameter. In addition, binder rheological properties changes were calculated using an Arrhenius activation energy equation. A prolonged aging characterization method (PACM) and its gradient (▿PACM) were also proposed to characterize the binder rheology subjected to different aging conditions. The test results showed that the trends in aging differ and depend on binder type, test temperature and aging conditions. The smoothing spline algorithm can be a suitable parameter that can predict the effects of aging on ▿PACM trend.
Rocznik
Strony
1118--1128
Opis fizyczny
Bibliogr. 16 poz., tab., wykr.
Twórcy
autor
  • School of Civil Engineering, Universiti Sains Malaysia, Engineering Campus, 14300 Nibong Tebal, Seberang Perai Selatan, P. Pinang, Malaysia
  • School of Civil Engineering, Universiti Sains Malaysia, Engineering Campus, 14300 Nibong Tebal, Seberang Perai Selatan, P. Pinang, Malaysia
autor
  • School of Civil Engineering, Universiti Sains Malaysia, Engineering Campus, 14300 Nibong Tebal, Seberang Perai Selatan, P. Pinang, Malaysia
Bibliografia
  • [1] C.J. Glover, R.R. Davison, C.H. Domke, Y. Ruan, P. Juristyarini, D. B. Knorr, S.H. Jung, Development of a New Method for Assessing Asphalt Binder Durability with Field Validation, Texas Transportation Institute, Texas A&M University System, 2005.
  • [2] S.J. Lee, S.N. Amirkhanian, K. Shatanawi, K.W. Kim, Short-term aging characterization of asphalt binders using gel permeation chromatography and selected Superpave binder tests, Construction and Building Materials 22 (2008) 2220–2227.
  • [3] M.O. Hamzah, S.R. Omranian, A. Jamshidi, M.R.M. Hasan, 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 (2012) 117–121.
  • [4] N. Morian, E.Y. Hajj, C.J. Glover, P.E. Sebaaly, Oxidative aging of asphalt binders in hot-mix asphalt mixtures, Transportation Research Record: Journal of the Transportation Research Board 2207 (2011) 107–116.
  • [5] M.W. Mirza, M.W. Witczak, Development of a global aging system for short- and long-term aging of asphalt cements, Journal of the Association of Asphalt Paving Technologists 64 (1995) 393–430.
  • [6] S.J. Lee, S.N. Amirkhanian, K.W. Kim, Laboratory evaluation of the effects of short-term oven aging on asphalt binders in asphalt mixtures using HP-GPC, Construction and Building Materials 23 (2009) 3087–3093.
  • [7] H. Kim, S.J. Lee, S.N. Amirkhanian, K.D. Jeong, Quantification of oxidative aging of polymer-modified asphalt mixes made with warm mix technologies, Journal of Materials in Civil Engineering 25 (2013) 1–8.
  • [8] H. Yao, Z. You, L. Li, S.W. Goh, C.H. Lee, Y.K. Yap, X. Shi, Rheological properties and chemical analysis of nanoclay and carbon microfiber modified asphalt with Fourier transform infrared spectroscopy, Construction and Building Materials 38 (2013) 327–337.
  • [9] C.J. Glover, R. Han, X. Jin, N. Prapaitrakul, Y. Cui, A. Rose, J.J. Lawrence, M. Padigala, E. Arambula, E.S. Park, Evaluation of Binder Aging and Its Influence in Aging of Hot Mix Asphalt Concrete, Technical Report, No. FHWA/TX-14/0-6009-2, 2014.
  • [10] ASTM D5, Standard Test Method for Penetration of Bituminous Materials, Annual Books of ASTM Standard, vol. 4.03, 2006, West Conshohocken, PA, USA.
  • [11] ASTM D2872, 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, 2006, West Conshohocken, PA, USA.
  • [12] Asphalt Institute, Superpave Performance Graded Asphalt Binder Specification and Testing, Superpave Series No. 2 (SP- 1), 3rd ed., 2001 Lexington, KY, USA.
  • [13] M. Menzinger, R. Wolfgang, The meaning and use of the Arrhenius activation energy, Angewandte Chemie International Edition in English 8 (6) (1969) 438–444.
  • [14] A.S. Özcan, B. Erdem, A. Özcan, Adsorption of Acid Blue 193 from aqueous solutions onto Na-bentonite and DTMA- bentonite, Journal of Colloid and Interface Science 280 (2004) 44–54.
  • [15] C.K. Akisetty, T. Gandhi, S.J. Lee, S.N. Amirkhanian, Analysis of rheological properties of rubberized binders containing warm asphalt additives, Canadian Journal of Civil Engineering 37 (2010) 763–771.
  • [16] Asphalt Institute, Superpave Performance Graded Asphalt Binder Specifications and Testing, SP-1, 2003 KY, USA.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-372f069b-e5bf-41da-a5ac-c7c9eb9e7ca2
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