journal article·2022-04-03

Quantification of re-refined engine oil bottoms (REOB) in asphalt binder using ATR-FTIR spectroscopy associated with partial least squares (PLS) regression

Chuanqi Yan, Weidong Huang, Jing Xu, Huaguang Yang, Yuan Zhang, Hussain U. Bahia

Publisher page

Abstract

Re-refined Engine Oil Bottoms (REOB) has been used in recycled asphalt materials for flexible pavements in recent decade, due to its effects on softening aged binder and relatively low cost. However, concerns on the pavement performance of those materials including REOB in asphalt binders have been reported and linked to the use of REOB. Consequently, methods for detecting and quantifying REOB in asphalt binders have seen increased interest to control the use of these recycled oils. This study is for the first time to introduce the use of the Partial Least Squares (PLS) regression in Attenuated Total Reflection-Flourier Transformed Infrared (ATR-FTIR) spectroscopy analysis of asphalt binders for determining REOB content. The PLS regression analysis gives the advantage of using the whole ATR-FTIR spectroscopy of REOB blends. The results show that an accurate prediction model can be derived by using the PLS regression analysis on the ATR-FTIR spectra of REOB blends.
Source: openalex_inverted_index · Quality: baseline

Research context

OpenAlex topics: Spectroscopy and Chemometric Analyses · Water Quality Monitoring and Analysis · Spectroscopy Techniques in Biomedical and Chemical Research

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

Affiliations

School of Civil Engineering, Southwest Jiaotong University, Chengdu, People’s Republic of China

The Key Laboratory of Road and Traffic Engineering, Tongji University, Shanghai, People’s Republic of China

School of Highway, Chang’an University, Xi’an, People’s Republic of China

College of Mechanical and Electrical Engineering, Beijing University of Chemical Technology, Beijing, People’s Republic of China

Department of Civil and Environmental Engineering, University of Wisconsin–Madison, Madison, WI, USA

References (26)

Show source-provided references
1. 10.1002/wics.5110.1002/wics.51 ↗
2. Asphalt Institute · 2016
3. 10.1039/C4AN01061B10.1039/C4AN01061B ↗
4. 10.3141/2574-0510.3141/2574-05 ↗
5. 10.1021/ef801053b10.1021/ef801053b ↗
6. 10.1016/j.microc.2006.01.01910.1016/j.microc.2006.01.019 ↗
7. 10.1016/j.fuel.2010.09.01610.1016/j.fuel.2010.09.016 ↗
8. Freeston J. · 2015
9. 10.1016/j.chemolab.2010.05.00210.1016/j.chemolab.2010.05.002 ↗
10. Golalipour A. · 2013
11. Hansen, K. R. & Copeland, A. (2015). Asphalt pavement industry survey on recycled materials and warm-mix asphalt usage: 2014. Information Series 138 (5th edition), Federal Highway Administration, Washington, DC.
12. 10.1080/10298436.2010.48872910.1080/10298436.2010.488729 ↗
13. 10.1002/cem.118002030610.1002/cem.1180020306 ↗
14. 10.1061/(ASCE)MT.1943-5533.000213710.1061/(ASCE)MT.1943-5533.0002137 ↗
15. 10.1039/c3an36865c10.1039/c3an36865c ↗
16. 10.1177/036119811984798210.1177/0361198119847982 ↗
17. 10.1016/j.conbuildmat.2017.05.10110.1016/j.conbuildmat.2017.05.101 ↗
18. 10.1080/14680629.2016.126675410.1080/14680629.2016.1266754 ↗
19. 10.1080/14680629.2016.126675610.1080/14680629.2016.1266756 ↗
20. 10.1016/j.polymdegradstab.2005.06.00910.1016/j.polymdegradstab.2005.06.009 ↗
21. Wang K. · International Journal of Pavement Engineering · 2017 · 20 · 1
22. 10.1016/S0169-7439(01)00155-110.1016/S0169-7439(01)00155-1 ↗
23. 10.1080/14680629.2017.131808210.1080/14680629.2017.1318082 ↗
24. You T. · 2018
25. 10.1039/b922045c10.1039/b922045c ↗
26. 10.1007/s10337-012-2192-x10.1007/s10337-012-2192-x ↗