journal article·2025-05-20

Investigation of polymer-modified bitumen containing renewable components

Simona Caimmi, Lorenzo Paolo Ingrassia, Elisabetta Canavesi, Nicoletta Gasbarro, Simona Sabbatini, Gilda Ferrotti, Francesco Canestrari

Road Materials and Pavement Design· Volume 26· Issue sup1
Publisher page

Abstract

Researchers are exploring the possibility of replacing bitumen with renewable biomass materials to reduce the dependency on crude oil. However, to date, only marginal research has been devoted to using renewable materials to modify or partially replace polymer-modified bitumen, which is currently widely used for pavements subjected to significant heavy traffic. In this context, this study compared an SBS polymer-modified bitumen (‘PMB’) with two bio-binders consisting of PMB and components from renewable sources, including dry lignin. The binders were investigated in terms of storage stability, linear viscoelastic behaviour, fatigue performance, permanent deformation resistance, adhesion with typical aggregates and ageing susceptibility by means of physical, mechanical and chemical tests. The results show that all performance and durability properties of the studied bio-binders can be considered comparable to those of the reference PMB. These outcomes encourage the study of asphalt mixtures produced with the same bio-binders for possible application in heavy-traffic pavements.
Source: openalex_inverted_index · Quality: baseline

Research context

OpenAlex topics: Asphalt Pavement Performance Evaluation · Infrastructure Maintenance and Monitoring · Natural Fiber Reinforced Composites

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

Affiliations

Università Politecnica delle Marche

Eni New Feedstocks and Energy Carriers Research Center

Autostrade per l’Italia

References (44)

Show source-provided references
1. AASHTO R 30. (2002). Standard practice for mixture conditioning of hot mix asphalt (HMA).
2. AASHTO T 361. (2016). Standard method of test for determining asphalt binder bond strength by means of the Binder Bond Strength (BBS) test.
3. AASHTO T 391. (2020). Estimating fatigue resistance of asphalt binders using the Linear Amplitude Sweep.
4. Anderson D. A. Christensen D. W. Bahia H. U. Dongre R. Sharma M. G. Antle C. E. & Button J. (1994). Binder characterization and evaluation Volume 3: physical characterization SHRP Report A-369 Strategic Highway Research Program. National Research Council Washington DC (USA).
5. 10.1016/j.jclepro.2019.01.23810.1016/j.jclepro.2019.01.238 ↗
6. Bahia H. U. Hanson D. I. Zeng M. Zhai H. Khatri M. A. & Anderson R. M. (2001). Characterization of modified asphalt binders in Superpave mix design. National Cooperative Highway Research Program (NCHRP) Report 459. Transportation Research Board Washington DC (USA).
7. 10.1016/j.indcrop.2019.11152610.1016/j.indcrop.2019.111526 ↗
8. 10.1016/j.indcrop.2017.10.01010.1016/j.indcrop.2017.10.010 ↗
9. Bishara S. W. Robertson R. E. & Mohoney D. (2005). Lignin as an antioxidant: A Limited study on asphalts frequency used on Kansas roads. In 42nd Annual Peterson Asphalt Research Conference Cheyenne WY.
10. 10.1061/(ASCE)MT.1943-5533.000296610.1061/(ASCE)MT.1943-5533.0002966 ↗
11. 10.1016/j.conbuildmat.2019.03.06910.1016/j.conbuildmat.2019.03.069 ↗
12. 10.1080/14680629.2006.969005910.1080/14680629.2006.9690059 ↗
13. 10.1016/j.ijfatigue.2021.10615010.1016/j.ijfatigue.2021.106150 ↗
14. 10.1080/10298436.2021.196839410.1080/10298436.2021.1968394 ↗
15. 10.1016/j.jclepro.2022.13482910.1016/j.jclepro.2022.134829 ↗
16. 10.1080/10298436.2020.178803110.1080/10298436.2020.1788031 ↗
17. 10.3390/ma1502051610.3390/ma15020516 ↗
18. Delaporte, B., Di Benedetto, H., Chaverot, P., & Gauthier, G. (2007). Linear viscoelastic properties of bituminous material: From binder to mastic. Journal of the Association of Asphalt Paving Technologists, 76, 455–494.
19. EN 12607-1. (2014). Bitumen and bituminous binders – Determination of the resistance to hardening under influence of heat and air – Part 1: RTFOT method.
20. EN 13399. (2017). Bitumen and bituminous binders – Determination of storage stability of modified bitumen.
21. EN 14769. (2012). Bitumen and bituminous binders – Accelerated long-term aging conditioning by a Pressure Aging Vessel (PAV).
22. EN 14770. (2012). Bitumen and bituminous binders – Determination of complex shear modulus and phase angle – Dynamic Shear Rheometer (DSR).
23. EN 16659. (2016). Bitumen and Bituminous Binders – Multiple Stress Creep and Recovery Test (MSCRT).
24. 10.1016/j.conbuildmat.2022.12636410.1016/j.conbuildmat.2022.126364 ↗
25. 10.1016/j.conbuildmat.2019.11706310.1016/j.conbuildmat.2019.117063 ↗
26. 10.1016/j.conbuildmat.2022.12977310.1016/j.conbuildmat.2022.129773 ↗
27. 10.1016/j.jtte.2023.05.00510.1016/j.jtte.2023.05.005 ↗
28. 10.1122/1.350352910.1122/1.3503529 ↗
29. 10.1016/j.esr.2019.01.00610.1016/j.esr.2019.01.006 ↗
30. 10.1617/s11527-017-1059-x10.1617/s11527-017-1059-x ↗
31. Ingrassia L. P. (2021). Advanced experimental characterization of bituminous binders extended with renewable materials in asphalt pavements. PhD Thesis Università Politecnica delle Marche Ancona Italy.
32. 10.1016/j.resconrec.2019.01.03410.1016/j.resconrec.2019.01.034 ↗
33. 10.1016/j.jclepro.2020.12019310.1016/j.jclepro.2020.120193 ↗
34. Kim, Y., Lee, H. J., Little, D. N., & Kim, Y. R. (2006). A simple testing method to evaluate fatigue fracture and damage performance of asphalt mixtures. Journal of the Association of Asphalt Pavement Technologists, 75, 755–788.
35. 10.1617/s11527-014-0248-010.1617/s11527-014-0248-0 ↗
36. 10.15376/biores.8.2.1790-180010.15376/biores.8.2.1790-1800 ↗
37. 10.1016/j.conbuildmat.2019.11695710.1016/j.conbuildmat.2019.116957 ↗
38. 10.1007/s12649-019-00590-410.1007/s12649-019-00590-4 ↗
39. 10.1016/j.conbuildmat.2021.12305810.1016/j.conbuildmat.2021.123058 ↗
40. 10.1021/ja01619a00810.1021/ja01619a008 ↗
41. 10.1016/j.conbuildmat.2021.12373510.1016/j.conbuildmat.2021.123735 ↗
42. 10.3390/polym1307108310.3390/polym13071083 ↗
43. 10.1016/j.conbuildmat.2017.06.15110.1016/j.conbuildmat.2017.06.151 ↗
44. 10.1007/s42452-020-3041-410.1007/s42452-020-3041-4 ↗