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Efekt oddziaływania dodatków WMA na starzenie asfaltu – studium przypadku
Konferencja
9th World Multidisciplinary Congress on Civil Engineering, Architecture, and Urban Planning - WMCCAU 2024 : 2-6.09.2024
Języki publikacji
Abstrakty
One of the current main trends in road construction is striving to ensure greater durability of asphalt surfaces. The observed increase in road traffic, especially the increase in heavy goods vehicles in the overall traffic structure, as well as the impact of adverse weather conditions such as prolonged high summer temperatures and low winter temperatures, and the impact of rain and snowfall contribute to reducing the durability of asphalt surfaces. An important material factor that also affects the reduction of the durability of asphalt surfaces is the ageing of asphalt. In the process of rolling the mineral-asphalt mixture, it is affected by elevated temperatures ranging from 165oC to even 200oC, which contributes to the loss of the adhesive-elastic properties of the asphalt. This process intensifies during the exfoliation of the asphalt surface, which is affected by solar radiation and atmospheric waste. To counteract asphalt ageing, work is conducted to modify it using, for example, polymers and various chemical additives, as well as the use of technologies in which asphalt can be used to produce mineral-asphalt mixture at a reduced temperature. The most effective solutions of this type include the technology of water-foamed asphalt. To limit the ageing of 50/70 asphalt in tests, synthetic wax was used as an additive dosed at 1.0%, 1.5%, 2.0% and 2.5% by weight, and a surfactant was used at 0.2%, 0.4% and 0.6% by weight in relation to the asphalt. Studies on the impact of additives on road asphalt 50/70 before and after the water foaming process have been conducted. The change in basic asphalt parameters after RTFOT technological ageing was analysed. A significant impact of additives on the ageing process of 50/70 asphalt has been observed. Synthetic wax has a more intense effect on asphalt 50/70, it slows down the aging of the binder more than the use of a surface-active agent. On the other hand, the use of additives to asphalt 50/70 before its foaming with water has an even more beneficial effect on slowing down the intensity of binder ageing. In summary, the use of synthetic wax and a surfactant as additives to asphalt treated with foamed water will not only help limit the ageing of the binder and ensure the durability of the asphalt surface, but will also play a significant role in producing more environmentally friendly mineral asphalt mixes as a result of lowering the technological temperatures of their production process.
Czasopismo
Rocznik
Tom
Strony
art. no. 07
Opis fizyczny
Bibliogr. 28 poz., tab., wykr., zdj.
Twórcy
autor
- Kielce University of Technology, Faculty of Civil Engineering and Architecture, 25-314 Kielce, Al. Tysiąclecia P.P. 7, Poland
autor
- Kielce University of Technology, Faculty of Civil Engineering and Architecture, 25-314 Kielce, Al. Tysiąclecia P.P. 7, Poland
autor
- Kielce University of Technology, Faculty of Civil Engineering and Architecture, 25-314 Kielce, Al. Tysiąclecia P.P. 7, Poland
Bibliografia
- 1. J.C. Petresen, H. Plancher and P.M. Hansberg, Lime treatment of asphalt to reduce age hardening and improve flow properties. Proceedings Association Asphalt Paving Technologists 56, 1987, pp. 632-653.
- 2. D. Lesueur, J. Petit and H-J. Ritter, The mechanism of hydrated lime modification of asphalt mixtures: a state-of-theart review. Road Materials and Pavement Design, 14, 1, 1-16, (2012).
- 3. H. Plancher, E.L. Green and J.C. Petersen, Reduction of oxidation hardening of asphalts by treatment with hydrated lime – a mechanistic study. Proceedings Association Asphalt Paving Technologists 45, 1976, pp. 1-24.
- 4. D. Lesueur and D.N. Little, Effect on hydrated lime on rheology, fracture and aging of bitumen. Transportation Research Records, 1661, 93-105, (1999),
- 5. A. Chomicz-Kowalska, K. Maciejewski, M. M. Iwański and K. Karolina, Effects of zeolites and hydrated lime on volumetrics and moisture resistance of foamed warm mix asphalt concrete. BULLETIN OF THE POLISH ACADEMY OF SCIENCES TECHNICAL SCIENCES, 69, 2, e136731, (2021).
- 6. A. Vaitkus, D. Čygas, A. Laurinavičius and Z. Perveneckas, Analysis and Evaluation of Possibilities for The Use of Warm Mix Asphalt in Lithuana. Balt. J. Road Bridge Eng. IV, 2, pp. 80-86, (2009).
- 7. K.J. Jenkins, “Mix Design Considerations for Cold and Half-Warm Bituminous Mixes with Emphasis on Foamed Bitumen”. Ph.D. thesis, Dissertation, Department of Civil Engineering, Faculty of Engineering, University of Stellenbosch, Stellebosch, South Africa, 2000
- 8. E. Sanchez-Alonso, A. Vega-Zamanillo, D. Castro-Fresno and M. Del Rio-Prat M, Evaluation of compactability and mechanical properties of bituminous mixes with warm additives. Constr. Build. Mater., 25, 2304–2311, (2011).
- 9. M.R.D. Hugo Silva, J.R.M. Oliveira, J. Peralta and E. Zooro Salah, Optimization of warm mix asphalt using different blends of binders and synthetic paraffin wax contents, Constr. Build. Mater. 24, 9, 1621-1631, (2010).
- 10. A. Woszu and W. Franus, Properties of the Warm Mix Asphalt involving clinoptilolite and Na-P1 zeolite additives. Constr. Build. Mater. 114, 556-563, (2016).
- 11. W. Barthel, J. Marchand and M. Von Devivere, “Warm Mix Asphalt by adding a synthetic zeolite”. In Proceedings of the Third Eurasphalt and Eurobitume Conference, Vienna, Austria, 12–14 May 2004; Foundation Eurasphalt: Breukelen, The Netherlands, 2004; pp. 1241–1249.
- 12. B. Sengoz, A. Topa and C. Gorkem, Evaluation of natural zeolite as warm mix asphalt additive and its comparison with other warm mix additives, Const. Build. Mater. 43, 242–252, (2013).
- 13. K.J. Jenkins, J.L.A. de Groot, M.F.C. Van de Ven and A. Molenaar, “Half-warm foamed bitumen treatment, a new process”. 7th conference on asphalt pavements for southern Africa, 1999
- 14. X. Yu, Y. Wang and T. Luo, Impacts of water content on rheological properties and performance-related behaviours of foamed war-mix asphalt. Constr. Build. Mater. 48, 203-209, (2013).
- 15. Wirtgen. Wirtgen Cold Recycling Technology, 1st ed. Wirtgen GmbH, Windhagen, Germany, 2012.
- 16. J. Yan, F. Ni, M. Yang and J. Li, An experimental study on fatigue properties of emulsion and foam cold recycled mixes. Constr. Build. Mater. 24, 2151-2156, (2010).
- 17. R.B. Mallick and G. Hendrix, Use of foamed asphalt in recycling incinerator ash for construction of stabilized base course. Resources, Conservation and Recycling, 42, 239-248, (2004).
- 18. K.M. Muthen , Foamed asphalt mixes. Mix design procedure. Contract Report CR 98/077. SABITA Ltd&CSIR Transportek: Pretoria, South Africa, September, 2009.
- 19. M.F.C. Van De Ven, K.J. Jenkins, J.L.M. Voskuilen and R. Van De Beemt, Development of (half-) warm foamed bitumen mixes. Int. J. Pavement Eng. 8, 2, 163-175, (2007).
- 20. M.R.D. Hugo Silva, J.R.M. Oliveira, J. Peralta and S.E. Zooro, Optimization of warm mix asphalt using different blends of binders and synthetic paraffin wax contents. Constr. Build. Mater. 24, 9, 1621-1631, (2010).
- 21. M.M. Iwański, A. Chomicz-Kowalska and K. Maciejewski, Impact of Additives on the Foamability of a Road Paving Bitumen. IOP Conf. Series: Materials Science and Engineering 603 (2019) 042040 IOP Publishing.
- 22. T. Butz, I. Rahimian and G. Hildebrand, Modification of road bitumens with the Fischer-Tropsch Paraffin Sasobit. J. Appl. Asphalt Binder Technol. 1 (2), 70-86, (2001).
- 23. M.M. Iwański, A. Chomicz-Kowalska and K. Maciejewski, Effect of Surface Active Agent (SAA) on 50/70 Bitumen Foaming Characteristics. Materials. 12, 1-21, (2019).
- 24. M. Iwański and G. Mazurek, Effect of Fischer-Tropsch synthetic wax additive on the functional properties of bitumen. Polimery, 60, 4, 272-278, (2015).
- 25. SASOBIT LC Lower-carbon asphalt additive. Sasol Chemicals Performance Solutions. Hamburg. Germany.
- 26. Środek adhezyjny do asfaltów drogowych WETFIX BE. https://www.izbudujemy.pl/produkty/18048/Srodekadhezyjny-do-asfaltow-drogowych-WETFIX-BE
- 27. M. Iwański, G. Mazurek and P. Buczyński, Bitumen Foaming Optimisation Process on the Basis of Rheological Properties. Materials, 11, 1854, 20, (2018).
- 28. Z. Piasta and A. Lenarcik, Methods of statistical multi-criteria optimization [in:] A. M. Brandt (red.), Optimization Methods for Material Design of Cement-based Composites. E & FN Spon, London, New York, 1998, pp. 45-59.
Uwagi
Opracowanie rekordu ze środków MNiSW, umowa nr POPUL/SP/0154/2024/02 w ramach programu "Społeczna odpowiedzialność nauki II" - moduł: Popularyzacja nauki i promocja sportu (2025).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-aacc9a4a-e899-4f8a-8acf-fa5f5758e0b1
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