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Publikacje
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[34961] Artykuł:

Structuring role of F-T synthetic wax in bitumen

Czasopismo: Bulletin of the Polish Academy of Sciences Technical Sciences   Tom: 62, Zeszyt: 3, Strony: 525-534
ISSN:  0239-7528
Wydawca:  POLSKA AKAD NAUK, POLISH ACAD SCI, DIV IV TECHNICAL SCIENCES PAS, PL DEFILAD 1, WARSZAWA, 00-901, POLAND
Opublikowano: Wrzesień 2014
 
  Autorzy / Redaktorzy / Twórcy
Imię i nazwisko Wydział Katedra Procent
udziału
Liczba
punktów
Marek Iwański orcid logoWBiAKatedra Inżynierii Komunikacyjnej5012.50  
Grzegorz Mazurek orcid logoWBiAKatedra Inżynierii Komunikacyjnej5012.50  

Grupa MNiSW:  Publikacja w czasopismach wymienionych w wykazie ministra MNiSzW (część A)
Punkty MNiSW: 25
Klasyfikacja Web of Science: Article


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

bitumen  synthetic wax F-T  ductility  rheology  morphology  group type 



Abstract:

The reduction in asphalt mixture production and placement temperatures can be achieved by modifying bitumen 35/50 with the Fischer-Tropsch synthetic wax. To identify the role this modifier plays in the bitumen 35/50, a series of tests has been performed. The experiment was carried out for wax doses from 1.5% to 4.0%. Analysis of the modified binder properties such as ductility at 5, 15 and 25 degrees C, complex modulus G* with the parameter G*/sin delta and LSV, susceptibility according to MSCR procedure, morphology and group type analysis helped describe the structuring function of the F-T wax in the binder. The optimum F-T wax content of 2.5% has been identified to provide the desired parameters required for modified binders.



B   I   B   L   I   O   G   R   A   F   I   A
[1] I. Gaweł, M. Kalabińska, and J. Piłat, Asphalt for Roads, WKŁ, Warszawa, 2001, (in Polish).
[2] M. Iwański and G. Mazurek, "Influence of F-T synthetic wax on asphalt concrete permanent deformation", Archives of Civil Engineering LIX (3), 295-312, DOI: 10.2478/ace-2013-0016 (2013).
[3] W. Grabowski, L. Janowski, and J. Wilanowicz, "Problems of energy reduction during the hot-mix asphalt production", Baltic J. Road and Bridge Engineering 8 (1), DOI: 10.3846/bjrbe.2013.06 (2013).
[4] G. Hurley and B. Prowell, "Evaluation of Sasobit for use in warm mix asphalt", NCAT Report 05-06, CD-ROM (2005)
[5] G. Polacco and S. Filippi, and M. Paci, "Structural and rheological characterization of wax modified bitumens", Fuel 95, 407-416, DOI: http://dx.doi.org/10.1016/j.fuel.2011.10.006 (2012).
[6] A. Vaitkus, D. Cygas, A. Laurinavicius, and Z. Perveneckas, "Warm mix asphalt research, analysis and evaluation", Baltic J. Road and Bridge Engineering 4 (2), 80-86 (2009).
[7] M. Iwański and G. Mazurek, "The influence of the lowviscosity modifier on viscoelasticity behavior of the bitumen at high operational temperature", Proc. ICEE 8, 1097-1102 (2011).
[8] Patent Application Pl 398906 (2012).
[9] X. Lu, M. Langton, P. Olofsson, and P. Redelius, "Wax morphology in bitumen", J. Mater. Sci. 40, 1893-1900 (2005).
[10] M. Iwański and G. Mazurek, "Rheological characteristics of synthetic wax-modified asphalt binders", Polymers 57 (9), 661-664 (2012).
[11] 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).
[12] H. Silva, J. Olivera, J. Peralta, and S. Zoorob, "Optimization of warm mix asphalts using different blends of binders and synthetic paraffin wax contents", Constr. Build. Mater. 24, 1621-1631 (2010).
[13] H.U. Bahiam, Modeling of Asphalt Concrete, pp. 11-64, McGraw-Hill, London, 2004.
[14] D. Sybilski, "Scientific worksheet", IBDiM 50, 8-177 (2000), (in Polish).
[15] J. Harrington, "The desirability function", Industrial Quality Control 21, 494-498 (1965).
[16] W. Grabowski, M. Słowik, and Z. Górski, "Aging of polymer modified binders", Proc. Euroasphalt & Eurobitumen Congress 2 (1), 292-296 (2000).
[17] M. Słowik, "Modeling of the inverse creep of road bitumen modified with SBS copolymer", Baltic J. Road and Bridge Engineering 7 (1), 68-75 (2012).
[18] M. Iwański and G. Mazurek, "Asphalt concrete with lowviscosity modifier", Proc. ICTI 2, 167-176 (2010).
[19] M. Iwański and G. Mazurek, "Synthetic wax effect on the resilient stiffness modulus of asphalt concrete", Road and Bridges 11 (3), 233-248 (2012).
[20] M. Iwański and G. Mazurek, "Influence of F-T synthetic wax on asphalt concrete permanent deformation", Archives of Civil Engineering LIX (3), 295-312 (2013).
[21] H.U. Bahia, D. Perdomo, and P. Turner, "Applicability of SUPERPAVE binder testing protocols to modified binders", TRB Annual Meeting 1, CD-ROM (1997).
[22] S. Biro, T. Gandhi, and S. Amirkhanim, "Determination of zero shear viscosity of warm asphalt binder", Construction and Building Materials 23, 2080-2086 (2009).
[23] J. Judycki and M. Stienss, "Warm mix asphalt - additives review", Civil Engineering 7-8, 227-232 (2010), (in Polish).
[24] K. Kowalski, J. Król, and P. Radziszewski, "Properties of lowviscosity modifiers with modern wax", Scientific Notebooks of Rzeszow University of Technology. Construction and Environmental Engineering 59(3/IV), 265-272 (2012), (in Polish).
[25] V. Mouillet, J. Lamontagne, F. Durrieu, J.P. Planche, and L. Lapalu, "Infrared microscopy investigation of oxidation and phase evolution in bitumen modified with polymers", Fuel 87 (7), 1270-1280 (2008).
[26] L. Zivorad, Design of Experiments in Chemical Engineering, Wiley, London, 2004.
[27] W. Grabowski, L. Janowski, and J. Wilanowicz, "Problems of energy reduction during the hot-mix asphalt production", Baltic J. Road and Bridge Engineering 8 (1), 40-47, DOI: 10.3846/bjrbe.2013.06 (2013).
[28] A. Zbiciak, "Mathematical description of rheological properties of asphalt-aggregate mixes", Bull. Pol. Ac.: Tech. 61 (1), 65-72, DOI: 10.2478/bpasts-2013-0005 (2013).
[29] S. van der Zwaag, "Routes and mechanisms towards selfhealing behaviour in engineering materials", Bull. Pol. Ac.: Tech. 58 (2), 227-236, DOI: 10.2478/v10175-010-0022-6 (2010).