Effect of filler properties on the hydrothermal ageing of bituminous mastics
Source abstract
Abstract
Moisture sorption can significantly influence hydrothermal ageing and alter the chemical and rheological properties of bituminous mastics. Mineral filler particles are added to bituminous binders to form mastics with increased stiffness. The addition of fillers can considerably change the moisture sorption and the physico-chemical properties of binders by surface interactions and physical presence. This study aims to investigate the effect of filler type on the moisture-induced changes of bituminous mastics after wetting-drying cycles by means of sorption, rheological and infrared spectrometry tests. The results show that mineral fillers with higher diffusivity increase the overall capacity of mastics to absorb moisture, but at the same time allow for moisture desorption during drying. Nevertheless, it has been found that it is not the diffusivity properties but rather the bitumen and filler interactions that control the hydrothermal ageing of the mastics.
Source: openalex_inverted_index · Quality: baseline
Research context
OpenAlex topics: Asphalt Pavement Performance Evaluation · Infrastructure Maintenance and Monitoring · Material Properties and Processing
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
Affiliations
Department of Engineering Structures, Delft University of Technology, Delft, The Netherlands
Department of Civil, Chemical, Environmental and Materials Engineering, University of Bologna, Bologna, Italy
References (44)
Show source-provided references
1. Aburkaba E. · Australian Journal of Basic and Applied Sciences · 2016 · 10 · 279
2. 10.1080/14680629.2002.968993010.1080/14680629.2002.9689930 ↗
3. 10.1016/j.conbuildmat.2007.07.00910.1016/j.conbuildmat.2007.07.009 ↗
4. 10.1080/14680629.2014.92795110.1080/14680629.2014.927951 ↗
5. 10.1061/(ASCE)MT.1943-5533.000005910.1061/(ASCE)MT.1943-5533.0000059 ↗
6. 10.1061/(ASCE)0899-1561(2007)19:8(655)10.1061/(ASCE)0899-1561(2007)19:8(655) ↗
7. Birgisson, B., Roque, R., Tia, M. & Masad, E. (2005). Development and evaluation of test methods to evaluate water damage and effectiveness of antistripping agents (Final Report UF Project No.: 4910-4504-722-12). Florida Department of Transportation.
8. BSI Standards Publication. (2014). Bitumen and bituminous binders – preparation of test samples. Pub. L. No. 12594.
9. BSI Standards Publication. (2015a). Bitumen and bituminous binders – determination of needle penetration. Pub. L. No. 1426.
10. BSI Standards Publication. (2015b). Bitumen and bituminous binders – Determination of the softening point – Ring and ball method. Pub. L. No. 1427.
11. 10.1080/14680629.2016.126765910.1080/14680629.2016.1267659 ↗
12. 10.3141/1832-0610.3141/1832-06 ↗
13. 10.1061/(ASCE)0733-947X(2007)133:11(618)10.1061/(ASCE)0733-947X(2007)133:11(618) ↗
14. Crank J. · 1975
15. 10.1016/j.ijadhadh.2014.05.00910.1016/j.ijadhadh.2014.05.009 ↗
16. 10.1016/j.ijprt.2017.10.00810.1016/j.ijprt.2017.10.008 ↗
17. 10.1617/s11527-013-0220-410.1617/s11527-013-0220-4 ↗
18. EuLA. (2011). Hydrated lime: A proven additive for durable asphalt pavements – critical literature review (Issue September).
19. Giezen, C., Mookhoek, S. & van Lent, D. (2015). Field data of environmental impact (Final Report of Ageing of Asphalt Pavements).
20. 10.1617/s11527-017-1059-x10.1617/s11527-017-1059-x ↗
21. Huang, S. C., Turner, T. F. & Thomas, K. P. (2008). The influence of moisture on the aging characteristics of bitumen. Proceedings of the 4th Eurasphalt and Eurobitume Congress (p. 9).
22. Kandhal, P. S., Lynn, C. Y. & Parker, F. (1998). Tests for plastic fines in aggregates related to stripping in asphalt paving mixtures (Report No. 98-3). Auburn: National Center for Asphalt Technology.
23. Karpiński B. · Advances in Materials Science · 2015 · 15
24. 10.1080/14680629.2011.969525810.1080/14680629.2011.9695258 ↗
25. Kringos, N. (2007). Modeling of combined physical-mechanical moisture induced damage in asphaltic mixes [PhD Thesis, Delft University of Technology]. http://resolver.tudelft.nl/uuid:7d56c1e6-af8c-4a88-b7dc-2543b86279a2
26. Kringos, N., Khedoe, R., Scarpas, A. & de Bondt, A. (2011). A new asphalt concrete moisture susceptibility test methodology. Transportation Research Board 90th Annual Meeting Compendium of Papers.
27. 10.1080/14680629.2012.74366910.1080/14680629.2012.743669 ↗
28. 10.1177/036119810619700010310.1177/0361198106197000103 ↗
29. 10.1617/s11527-017-1058-y10.1617/s11527-017-1058-y ↗
30. Mastoras F. · Construction and Building Materials
31. Mo, L. (2010). Damage development in the adhesive zone and mortar of porous asphalt concrete [Ph.D. thesis, Delft University of Technology]. http://resolver.tudelft.nl/uuid:968a9218-3a7d-4ec8-bfe8-156f2916000a
32. Nageswaran, P. D. C. (2016). Adhesion of aggregate-binder systems. [M.Sc. thesis, Delft University of Technology]. http://resolver.tudelft.nl/uuid:7e5631b8-4468-4f11-a9e6-f585209d94ad
33. Nguyen T. · 1992 · 501
34. Pettersson, M. & Elert, M. (2001). Charaterisation of bitumenised waste in SFR 1 – Report R-01-26. Swedish Nuclear Fuel and Waste Management Co. (Vol. R-01-26). https://doi.org/10.1007/s13398-014-0173-7.2
35. 10.1016/j.conbuildmat.2009.08.01610.1016/j.conbuildmat.2009.08.016 ↗
36. Varveri, A. (2017). Moisture damage susceptibility of asphalt mixtures experimental characterisation and modelling [PhD Thesis, Delft University of Technology]. https://doi.org/10.4233/uuid
37. 10.3141/2446-0210.3141/2446-02 ↗
38. 10.1080/14680629.2015.106670510.1080/14680629.2015.1066705 ↗
39. Varveri, A. & Scarpas, A. (2018). Influence of moisture and freeze-thaw cycles on the cohesive properties of asphalt mortars. Transportation Research Board 97th Annual Meeting Compendium of Papers.
40. 10.1016/B978-0-08-100269-8.00010-610.1016/B978-0-08-100269-8.00010-6 ↗
41. Vasconcelos, K. L. (2010). Moisture diffusion in asphalt binders and fine aggregate mixtures [PhD thesis, Texas A&M University]. http://hdl.handle.net/1969.1/ETD-TAMU-2010-05-7651
42. 10.3141/2179-0410.3141/2179-04 ↗
43. 10.1080/10298436.2010.53553610.1080/10298436.2010.535536 ↗
44. Wei J. · 2008