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[30431] Artykuł:

Optimization of the Synthetic Wax Content on Example of Bitumen 35/50

Czasopismo: MODERN BUILDING MATERIALS, STRUCTURES AND TECHNIQUES Book Series: Procedia Engineering   Tom: 57, Strony: 414-423
ISSN:  1877-7058
Wydawca:  ELSEVIER SCIENCE BV, SARA BURGERHARTSTRAAT 25, PO BOX 211, 1000 AE AMSTERDAM, NETHERLANDS
Opublikowano: 2013
Seria wydawnicza:  Procedia Engineering
 
  Autorzy / Redaktorzy / Twórcy
Imię i nazwisko Wydział Katedra Procent
udziału
Liczba
punktów
Marek Iwański orcid logoWBiAKatedra Inżynierii Komunikacyjnej507.50  
Grzegorz Mazurek orcid logoWBiAKatedra Inżynierii Komunikacyjnej507.50  

Grupa MNiSW:  Materiały z konferencji międzynarodowej (zarejestrowane w Web of Science)
Punkty MNiSW: 15
Klasyfikacja Web of Science: Proceedings Paper


Pełny tekstPełny tekst     DOI LogoDOI     Web of Science Logo Web of Science     Web of Science LogoYADDA/CEON    
Keywords:

fluorescence microscope  analysis  warm mix asphalt  synthetic paraffin wax additive  binder properties  multicriteria optimization  MSCR tests 



Abstract:

The paper presents the results of the bitumen studies, including the U. S. MSCR procedures describing bitumen creep under dynamic loading. It permits predicting the possibility of the damage in bituminous layers at high ambient temperatures and at low and high shear stresses. In addition, the study included such features as: the breaking point temperature, the complex modulus G*, the viscosity at low shear rates. The tests were performed generally for bitumen 35/50. The test results for asphalt 50/70 are only informative. Bitumen 35/50 (50/ 70) was modified with synthetic wax derived from the Fischer-Tropsch synthesis (F-T) in amounts of 1.5%, 2.5%, 3.0% and 4.0%. The assessment of the influence of the synthetic wax on basic properties of the bitumen has been enriched by means of quantitative analysis of the morphology of the modified bitumen by means of the fluorescence microscope. A summary of the entire analysis was performed using muliticriteria optimization which purpose was determining the optimal content (range) of the synthetic wax including its high stiffness and maintaining the satisfactory flexibility at a low temperatures. (C) 2013 The Authors. Published by Elsevier Ltd.



B   I   B   L   I   O   G   R   A   F   I   A
1. Zapata, P., Gambatese, J.A., 2005. Energy consumption of asphalt and reinforced concrete pavement materials and construction. JIS 11(1), pp. 9-20.
2. Judycki, J., Dołżycki, B., 2002. "Analiza deformacji trwałych nawierzchni asfaltowych na podstawie badań terenowych i laboratoryjnych" [Analyzing asphalt concrete permanent deformation on the base of laboratory and field test results], Proc. of VIII Konferencja Naukowa KILiW PAN i Komitetu Nauki PZITB, Krynica-Poland, pp. 201-208.
3. Jamshidi, A., Hamzah, M.O., You, Z., 2013. Performance of Warm Mix Asphalt containing Sasobit: State-of-Art, Construction and Building Materials 38, pp. 530-553.
4. Vaitkus, A., Cygas, D., Laurinavicius, A., Perveneckas, Z., 2009. Analysis and Evaluation of Possibilities for the Use of Warm Mix Asphalt in Lithuania, The Baltic Journal of Road and Bridge Engineering 4, pp. 80-86.
5. Edwards, Y., Redelius, P., 2003. Rheological effects of waxes In bitumen, Energy Fuels 145, pp. 42-82.
6. Lu, X., Langton, M., Redelius, P., 2005, Wax morphology in bitumen, Journal Mater. Sci. 40, pp. 1893-1900.
7. Michon, L.C., Netzel, D.A., Planche, J.P., 1999. NMR and DSC study of the amorphous and crystalline phases in asphalt, Energy Fuels 13, pp. 602-610.
8. Lu, X., Redelius, P., 2006. Compositional and structural characterization of waxes isolated from bitumens, Energy Fuels 20, pp. 653-660.
9. Polacco, G., Filippi, S., Paci, M., 2012. Structural and rheological characterization of wax modified bitumens, Fuel, In Press, pp. 407-416.
10. Silva, H., Oliviera, J., Peralta, J., Zoorob, S., 2010. Optimization of warm mix asphalts using different blends of binders and synthetic paraffin wax contents, Construction and Building Materials 24, pp. 1621-1631.
11. Merusi, F., Giuliani, F., 2011. Rheological characterization of wax-modified asphalt binders at high service temperatures, Mat. Struct, 10, pp. 1527-1538.
12. Iwański, M., Mazurek, G., 2012. "The influence of rheological properties of bitumen with synthetic wax on changing resilient modulus of elasticity of asphalt concrete", Proc. of 5-th Euroasphalt & Eurobitume Congress (on USB stick), 13-15th June 2012, Istanbul, paper 0353, p. 8.
13. Sybilski, D., 1996. Zero-shear viscosity of bituminous binder and its relation to bituminous mixture&apos
s rutting resistance, Materials and Construction 1535, pp. 15-21.
14. Zoorob, S.E., Oliveira, L.A., 2011, Assessing low shear viscosity as the new bitumen Softening Point test, Construction and Building Materials,
15. Giuliani, F., Merusi, F., 2008. "Experimental evaluation of asphalt binders high specification temperature based on the low shear viscosity concept", Proc. of 4-th Euroasphalt Eurobitume Congress, paper No. 402-054.
16. Technical-Brief, Office of Pavement Technology,April 2011. The Multiple Stress Creep Recovery (MSCR) Procedure, FHWA-HIF-11-038.
17. Zoorob, S.E., Castro-Gomes, J.P., Oliviera, L.A., O'Connell, J., 2012. Investigation the Multiple Stress Creep Recovery bitumen characterization test, Construction and Building Materials30, pp. 734-754.
18. Bahia, H.U., 2004. Modeling of Asphalt binder Rheology and Its application to Modified Binders, Modeling of Asphalt Concrete, McGraw-Hill, p. 11-64.
19. Stanisz, A., 2006. Przystępny kurs statystyki z zastosowaniem STATISTICA PL na przykładach z medycyny [Application of statistica package on examples of medicine], Vol I and II, StatSoft Poland.
20. Montgomery, D.G., 2001. Design and Analysis of Experiments, 5th Edition, John Wiley and Sons, 607 p.
21. Gaweł, I., Kalabińska, M., Piłat, J., 2001. Asfalt drogowy [Road bitumen], WKŁ, Warszawa-Poland, p. 255.
22. Szydłowski, H., 2000. Międzynarodowe normy oceny niepewności pomiarów [International standards of uncertainty of measurements], Postępy Fizyki, Wydział Fizyki Uniwersytetu Adama Mickiewicza, Tom 51, Zeszyt 2, Poznań, Poland, pp. 92-97.
23. prCEN/TS 15324:2006 Bitumen and bituminous binders - Determination of equi-viscous temperature based on Low Shear Viscosity using a Dynamic Shear Rheometer in low frequency oscillation mode.
24. WT 2 2010 - Wymagania Techniczne [Polish Technical Guidelines], Nawierzchnie asfaltowe na drogach krajowych, Appendix 2, Warszawa, p. 48.
25. EN-13702-2:2003. Bitumen and Bituminous Binder - Detrmination of dynamic viscosity of modified bitumen - Part 2. Coaxial cylinders method.
26. Iwanski M., Mazurek G., 2012. Wpływ wosku syntetycznego na moduł sztywności sprężystej [The influence of the synthetic wax on indirect tensile modulus], Drogi i Mosty [Roads and Bridges] Nr 3.
27. EN 1426 Bitumen and bituminous binders. Determination of needle penetration.
28. EN 1427 Bitumen and bituminous binders. Determination of the softening point - Ring and Ball method.
29. EN 12591 Bitumen and bituminous binders -Specifications for Paving Grade Bitumens.