Application of nano silica particles to improve high-temperature rheological performance of tyre pyrolysis oil-modified bitumen
Source abstract
Abstract
This study aimed to evaluate the effects of nano silica (NS) particles on the high-temperature rheological properties of tyre pyrolysis oil (TPO)-modified bitumen. Physical tests, short-term aging, temperature sweep test and multiple stress creep recovery (MSCR) test were conducted to evaluate the effects of NS on the high-temperature rheological performance. Results indicate that the inclusion of NS to TPO-modified bitumen displayed significant improvement in rutting resistance before and after aging. Meanwhile, MSCR results showed that the high-temperature performance grade of bitumen was upgraded from PG 64S in the case of base and TPO-modified bitumen to PG 64 V at 10% TPO and 4% NS. Statistical analysis also showed that the effects of NS particles on the rutting performance of TPO-modified bitumen are statistically significant within the confidence interval of 95%. These findings present a remarkable enhancement in the high-temperature performance of TPO-modified bitumen.
Source: openalex_inverted_index · Quality: baseline
Research context
OpenAlex topics: Asphalt Pavement Performance Evaluation · Infrastructure Maintenance and Monitoring · Concrete and Cement Materials Research
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
Affiliations
Department of Civil and Environmental Engineering, Universiti Teknologi PETRONAS, Perak, Malaysia
Institute of Infrastructure and Environment, Heriot Watt University Dubai Campus, Dubai, UAE
Department of Civil and Environmental Engineering, University of Alberta, Edmonton, Canada
References (51)
Show source-provided references
1. AASHTO M332 · 2014
2. AASHTO T · 2012
3. 10.1080/14680629.2018.152771810.1080/14680629.2018.1527718 ↗
4. Al-Sabaeei, A., Napiah, M., Sutanto, M., Alaloul, W. & Ghaleb, A. (2020). Prediction of rheological properties of bio-asphalt binders through response surface methodology. In IOP Conference Series: Earth and Environmental Science.10.1088/1755-1315/498/1/012012 ↗
5. 10.1016/j.jclepro.2019.11935710.1016/j.jclepro.2019.119357 ↗
6. 10.1007/s13369-015-1964-710.1007/s13369-015-1964-7 ↗
7. 10.1016/j.conbuildmat.2017.05.12710.1016/j.conbuildmat.2017.05.127 ↗
8. 10.1051/matecconf/20171030900510.1051/matecconf/201710309005 ↗
9. ASTM D2872 · 2012
10. ASTM D36 · 2014
11. ASTM D5 · 2013
12. 10.1139/cjce-2019-026810.1139/cjce-2019-0268 ↗
13. 10.1080/10298436.2018.143588110.1080/10298436.2018.1435881 ↗
14. 10.21833/ijaas.2017.010.02310.21833/ijaas.2017.010.023 ↗
15. 10.1016/j.conbuildmat.2011.12.09410.1016/j.conbuildmat.2011.12.094 ↗
16. 10.1080/14680629.2012.65709510.1080/14680629.2012.657095 ↗
17. Del Barco Carrión A. J. · Construction and Building Materials · 2020 · 249 · 1
18. 10.1016/j.ijprt.2016.11.00910.1016/j.ijprt.2016.11.009 ↗
19. Faheem A. · Asphalt Paving Technology-Proceedings · 2008 · 77 · 885
20. Fini E. H. · Journal of Materials in Civil Engineering · 2015 · 28 · 1
21. 10.1080/14680629.2015.112480010.1080/14680629.2015.1124800 ↗
22. 10.1016/j.conbuildmat.2019.07.29510.1016/j.conbuildmat.2019.07.295 ↗
23. 10.28991/cej-2019-0309124710.28991/cej-2019-03091247 ↗
24. 10.1016/j.conbuildmat.2017.08.18710.1016/j.conbuildmat.2017.08.187 ↗
25. 10.1016/j.conbuildmat.2019.11737910.1016/j.conbuildmat.2019.117379 ↗
26. 10.1016/j.conbuildmat.2009.02.02710.1016/j.conbuildmat.2009.02.027 ↗
27. 10.1016/j.conbuildmat.2019.03.25710.1016/j.conbuildmat.2019.03.257 ↗
28. 10.1061/(ASCE)0899-1561(2004)16:2(122)10.1061/(ASCE)0899-1561(2004)16:2(122) ↗
29. 10.1016/j.conbuildmat.2012.08.00610.1016/j.conbuildmat.2012.08.006 ↗
30. 10.1016/j.conbuildmat.2017.03.15810.1016/j.conbuildmat.2017.03.158 ↗
31. Mashaan N. S. · Advances in Materials Science and Engineering · 2013 · 2013 · 1
32. 10.3141/2267-0510.3141/2267-05 ↗
33. 10.1016/j.conbuildmat.2019.11718310.1016/j.conbuildmat.2019.117183 ↗
34. 10.1016/j.conbuildmat.2018.03.10710.1016/j.conbuildmat.2018.03.107 ↗
35. 10.1016/j.conbuildmat.2013.09.00710.1016/j.conbuildmat.2013.09.007 ↗
36. 10.1016/j.conbuildmat.2018.03.22610.1016/j.conbuildmat.2018.03.226 ↗
37. Roberts, F. L., Kandhal, P. S., Brown, E. R., Lee, D.Y. & Kennedy, T. W. (1991). Hot mix asphalt materials, mixture design and construction. National Asphalt Pavement Association Research and Education Foundation.
38. 10.1016/j.cscm.2014.04.00510.1016/j.cscm.2014.04.005 ↗
39. 10.1016/j.conbuildmat.2013.11.02710.1016/j.conbuildmat.2013.11.027 ↗
40. 10.1016/j.conbuildmat.2013.05.05210.1016/j.conbuildmat.2013.05.052 ↗
41. 10.1061/(ASCE)MT.1943-5533.000188910.1061/(ASCE)MT.1943-5533.0001889 ↗
42. Walubita, L. F., Das, G., Espinoza, E., Oh, J., Scullion, T., Lee, S. I., Garibay, J. L., Nazarian, S. & Abdallah, I. (2012). Texas flexible pavements and overlays: Year 1 report, test sections, data collection, analyses, and data storage system (No. FHWA/TX-12/0-6658-1). Texas Transportation Institute.
43. Walubita, L. F., Hoeffner, J. & Scullion, T. (2012). New generation mix-designs: Laboratory-field testing and modifications to Texas HMA mix-design procedures (No. FHWA/TX-13/0-6132-3). Texas. Dept. of Transportation. Research and Technology Implementation Office.
44. 10.1016/j.conbuildmat.2016.02.20810.1016/j.conbuildmat.2016.02.208 ↗
45. 10.1061/(ASCE)MT.1943-5533.000069010.1061/(ASCE)MT.1943-5533.0000690 ↗
46. 10.1061/(ASCE)MT.1943-5533.000069010.1061/(ASCE)MT.1943-5533.0000690 ↗
47. 10.1016/j.conbuildmat.2010.06.07010.1016/j.conbuildmat.2010.06.070 ↗
48. 10.1016/S0016-2361(99)00216-110.1016/S0016-2361(99)00216-1 ↗
49. 10.1016/j.conbuildmat.2014.09.01410.1016/j.conbuildmat.2014.09.014 ↗
50. 10.1016/j.conbuildmat.2017.08.08410.1016/j.conbuildmat.2017.08.084 ↗
51. 10.1016/j.conbuildmat.2017.11.07110.1016/j.conbuildmat.2017.11.071 ↗