journal article·2017-11-02

Investigation of rheological effects of waxes on different bitumen sources

Julide Oner, Burak Sengoz

Publisher page

Abstract

Wax in bitumen has been referred to as petroleum wax and is obtained from refining of paraffinic crude oils. The effects of wax on bitumen properties depend on the following factors: the source, chemical composition and rheology of the bitumen as well as the content, type, composition and crystallisation of the wax. There is a lack of literature reviews related to the effect of waxes on the rheology and properties of bitumen. The scope of this study is to evaluate the rheological properties of waxy bitumens obtained from different sources. Following the determination of wax contents by differential scanning calorimetry (DSC) and EN 12606-1, waxy bitumen properties were evaluated using conventional methods, rotational viscosity, dynamic shear rheometer (DSR) and bending beam rheometer (BBR) tests. The intermediate and high-temperature performances levels of bitumen were also determined according to the Superpave system by a DSR test performed on aged and unaged samples. Rutting performance of bitumens has been evaluated using zero shear viscosity (ZSV) and multiple stress creep recovery (MSCR) tests.
Source: openalex_inverted_index · Quality: baseline

Research context

OpenAlex topics: Asphalt Pavement Performance Evaluation · Petroleum Processing and Analysis · Infrastructure Maintenance and Monitoring

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

Affiliations

Faculty of Engineering, Department of Civil Engineering, Usak University, Usak, Turkey

Faculty of Engineering, Department of Civil Engineering, Dokuz Eylul University, Izmir, Turkey

References (38)

Show source-provided references
1. 10.1155/2013/23903610.1155/2013/239036 ↗
2. Asphalt Institute. (2003). Performance graded asphalt binder specification and testing (Manual Series No. 1, (SP-1)). Lexington: Asphalt Institute.
3. ASTM D113-86 · 1994
4. ASTM D2872-12 · 2012
5. ASTM D36-06 · 2006
6. ASTM D4402-06 · 2002
7. ASTM D4419-90 · 2015
8. ASTM D5-06 · 2006
9. ASTM D6521-05 · 2005
10. ASTM D6648-01 · 2001
11. ASTM D7405-08 · 2008
12. 10.1016/j.conbuildmat.2012.06.01110.1016/j.conbuildmat.2012.06.011 ↗
13. Canestrari F. · International Journal of Pavement Research and Technology · 2013 · 6 · 15
14. CEN TS 15325 · 2008
15. 10.1080/14680629.2013.77474410.1080/14680629.2013.774744 ↗
16. De Visscher, J., Soenen, H., Vanelstraete, A. & Redelius, P. A. (2004). Comparison of the zero shear viscosity from oscillation tests and the repeated creep test. Proceedings of Euroasphalt & Eurobitume Congress, Vienna, Austria.
17. 10.1016/j.conbuildmat.2014.04.11110.1016/j.conbuildmat.2014.04.111 ↗
18. 10.1080/14680629.2009.969019710.1080/14680629.2009.9690197 ↗
19. 10.1021/ef020202b10.1021/ef020202b ↗
20. 10.1016/j.coldregions.2006.01.00210.1016/j.coldregions.2006.01.002 ↗
21. European Standard EN 12593 · 2007
22. European Standard EN 12606-1 · 2007
23. 10.1016/j.conbuildmat.2011.11.00710.1016/j.conbuildmat.2011.11.007 ↗
24. Gungor, A. G. & Saglik, A. (2012). Evaluation of rutting performance of neat and modified binders using zero shear viscosity. 5th Eurasphalt & Eurobitume Congress, Istanbul, Turkey.
25. Laukkanen, O., Pellinen, T. & Makowska, M. (2013). Exploring the observed rheological behaviour of in-situ aged and fresh bitumen employing the colloidal model proposed for bitumen. Proceedings of the International RILEM Symposium, Stockholm, Sweden.10.1007/978-94-007-6878-9_14 ↗
26. 10.1016/j.fuel.2007.08.01910.1016/j.fuel.2007.08.019 ↗
27. 10.1007/s10853-005-1208-410.1007/s10853-005-1208-4 ↗
28. 10.1021/ef050341410.1021/ef0503414 ↗
29. 10.1016/j.conbuildmat.2006.05.04810.1016/j.conbuildmat.2006.05.048 ↗
30. 10.1016/j.fuel.2013.05.04210.1016/j.fuel.2013.05.042 ↗
31. 10.1021/ef970206u10.1021/ef970206u ↗
32. Petersen, J. C., Robertson, R. E., Branthaver, J. F., Harnsberger, P. M., Duvall, J. J., Kim, S. S. … Bahia, H. U. (1994). Binder characterization and evaluation (Report no. SHRP-A-367). Washington, DC: Strategic Highway Research Programme.
33. 10.1080/14680629.2002.968991310.1080/14680629.2002.9689913 ↗
34. 10.1016/j.fuel.2014.09.04410.1016/j.fuel.2014.09.044 ↗
35. 10.1021/ef020221l10.1021/ef020221l ↗
36. 10.1617/s11527-013-0123-410.1617/s11527-013-0123-4 ↗
37. Whiteoak D. · 2003
38. 10.1016/j.conbuildmat.2009.02.03010.1016/j.conbuildmat.2009.02.030 ↗