Rheological properties of a novel cold asphalt mastic with fast curing by means of magnetic induction
• Low Plastic Deformation : Asphalt emulsion mastics exhibit poor performance in plastic deformation, regardless of curing method. • Real-World Representation : Fast curing via magnetic induction better mimics real-world conditions than oven curing. • Enhanced Rheological Properties : The mastic cured by magnetic induction shows the best results in the linear amplitude sweep (LAS) test, indicating improved rheological performance. • Increased Resistance : In the binder yield energy (BYE) test, experimental emulsions demonstrates delayed failure at higher deformations, signifying greater resistance to plastic deformation. Curing time required by cold asphalt mixtures is quite long, what has induced researchers to develop a fast-curing method utilising magnetic induction. In this regard, this research evaluated the rheological consequences of the novel procedure on the mastic by comparison of two reference mastics: one cured following the U.S. Asphalt institute guidelines and another at room temperature for 7 days. In addition, a mastic made with a conventional polymer-modified binder (PMB) was considered as a control mastic. Rheological evaluation of the mastics was performed using the dynamic shear rheometer (DSR), multiple stress creep recovery (MSCR), dynamic shear rheometer-elastic recovery (DSR-ER), linear amplitude sweep (LAS) and binder yield energy (BYE). Burgers' mathematical model was used to develop the DSR-ER and MSCR results. It was found that the PMB mastic had the best performance in all tests. Whereas, all mastics made with asphalt emulsion, irrespective of the curing process, indicated low performance in terms of plastic deformation. Specifically, in terms of stiffness, accelerated curing by magnetic induction was more representative of what happened in real conditions, as oven curing leaded to premature ageing.
Authors
- Daniel Castro‐Fresno (ORCID: https://orcid.org/0000-0001-5658-3901)
- Feipeng Xiao (ORCID: https://orcid.org/0000-0002-5015-5102)
- Pedro Lastra-González (ORCID: https://orcid.org/0000-0002-4573-6973)
- Manuel Lagos-Varas (ORCID: https://orcid.org/0000-0001-6862-7991)
- Christopher DeLaFuente-Navarro (ORCID: https://orcid.org/0000-0001-9897-6711)
Institutions
- Tongji University (CN)
- Universidad de Cantabria (ES)
- Pontificia Universidad Católica de Chile (CL)
Publication Details
- Journal
- Results in Engineering
- Published
- 2024-11-26
- DOI
- https://doi.org/10.1016/j.rineng.2024.103544
- Citations
- 7
- Primary Topic
- Asphalt Pavement Performance Evaluation
- Type
- article
- Field-Weighted Citation Impact
- 1.83
Funders
- Ministerio de Ciencia, Innovación y Universidades
- European Regional Development Fund