Creep Recovery Performance of Hydrated Lime (HL) and Limestone (LS) in RTFO Aged Asphalt Mastic
Author:
Publisher
Springer Nature Switzerland
Link
https://link.springer.com/content/pdf/10.1007/978-3-031-61511-5_2
Reference23 articles.
1. Taylor R, Airey GD (2008) Influence of surface interactions between bitumen and mineral fillers on the rheology of bitumen-filler mastics. In: Efficient transportation and pavement systems: characterization, mechanisms, simulation, and modeling. Proceedings of the 4th international Gulf conference on roads, pp 453–464
2. Moraes R, Bahia H (2015) Effect of mineral fillers on the oxidative aging of bitumen. Trans Res Rec 2506:19–31. https://doi.org/10.3141/2506-03
3. Rieksts K, Pettinari M, Haritonovs V (2019) The influence of filler type and gradation on the rheological performance of mastics. Road Mater Pavement Des 20(4):964–978. https://doi.org/10.1080/14680629.2018.1428216
4. Antunes V, Freire AC, Quaresma L, Micaelo R (2015) Influence of the geometrical and physical properties of filler in the filler–bitumen interaction. Cons Build Mater 76:322–329. https://doi.org/10.1016/j.conbuildmat.2014.12.008
5. Yi-qiu T, Li Z-H, Zhang X-Y, Dong Z-J (2010) Research on high- and low temperature properties of asphalt-mineral filler mastic. J Mater Civ Eng 22:811–819
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