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Fatigue behavior of hot mix asphalt modified with nano AL2O3 – an experimental study

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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Nanotechnology is one of the most important research areas and is presented in the vast fields of knowledge such as road construction industry has been surrounded. This paper has focused on the potential benefits of nano particles for modification of asphalt mixtures. Nano Al2O3 due to its unique properties can improve the dynamic characteristics of hot mix asphalt. Fatigue life of asphaltic samples is determined with indirect tensile fatigue tests by using of UTM. The results show that fatigue life of modified asphalt mixtures in compare with conventional mix is significantly increased. Beside, based on experimental results and numerical analyses, a new model is presented for prediction the fatigue behavior of asphalt mixtures modified with nano Al2O3. This model can completely characterized the fatigue performance of modified asphalt under dynamic loading conditions and different temperatures.
Słowa kluczowe
Twórcy
  • Civil Engineering Departmet, Semnan University, Semnan, Islamic Republic of Iran
autor
  • Civil Engineering Departmet, Semnan University, Semnan, Islamic Republic of Iran
Bibliografia
  • 1. Kamiya S., Tasaka S., Zhang X., Dong D., Inagaki N.: Compatibilizer Role of Styrene-butadiene-styrene Triblock Copolymer in Asphalt, Polymer Journal, 3(33), 2001, 209–213.
  • 2. Yildirim Y., Qatan A., Prozzi J.: Field Manual for Crack Sealing in Asphalt Pavements. Comparison of Hot-Poured Crack Sealant to Emulsified Asphalt Crack Sealant, Texas Pavement Preservation Center, the University of Texas at Austin Research Project, 2006.
  • 3. Tarek A., Amr A., Mahgoub H.: Asphalt Crack Detection Using Thermography, Proc. of the Conference on Center for Advanced Transporta¬tion Systems Simulation, University of Central Florida, 2005.
  • 4. Amiri P.: Nano Materials in Asphalt and Tar, Australian Journal of Basic and Applied Sciences, 5(12), 2011, 3270–3273.
  • 5. Ghile D.: Effects of Nanoclay Modification on Rheology of Bitumen and on Performance of Asphalt Mixtures, Delft University of Technology, 2005.
  • 6. Golestani B., Moghadas Nejad F., Sadeghpour S.: Performance evaluation of linear and nonlinear nanocomposite modified asphalts, Construction and Building Materials, 35, 2012, 197–203.
  • 7. Ghasemi M., Marandi S. M., Tahmooresi M., Jalal Kamali R., Taherzade R.: Modification of Stone Matrix Asphalt with Nano-SiO2, Journal of Basic and Applied Scientific Research, 2(2), 2012, 1338–1344.
  • 8. Goh S.W., Akin M., You Z., Shi X.: Effect of deicing solutions on the tensile strength of micro- or nano modified asphalt mixture, Construction and Building Materials, 25, 2011, 195–200.
  • 9. Ghafarpoor S., Andalibizade B., Vossough S.H.: Engineering Properties of Nanoclay Modified Asphalt Concrete Mixtures, The Arabian Journal for Science and Engineering, 35, No. 1B, 2010.
  • 10. Vandeven M.F., Molenaar A.A., Besamusca J., Noordergraaf J.: Nanotechnology for Binders of Asphalt Mixtures, Transportation Research Board, 12(1), 2008, 401–412.
  • 11. Khodadadi A., Kokabi M.: Effect of Nanoclay on Long-Term Behavior of asphalt concrete pavement, 2st Congress of Nanomaterials, University of Kashan, Iran, 2007.
  • 12. Moghadas Nejad F., Aflaki E., Mohammadi M. A: Fatigue behavior of SMA and HMA mixtures, Construction and Building Materials, 24, 2010, 1158–1165.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-f5b628c5-ea33-4105-a41c-2bdc492528c3
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