Alexandros Margaritis
Current Organizations / Institutes
The organizations/institutes from the scholar's latest article
Research Subjects
Alexandros Margaritis has a total of 70 co-authors. Here are the top co-authors by number of shared publications:
- Johan Blom
University of Antwerp
12 shared publications - Wim Van Den Bergh
University of Antwerp
12 shared publications - Cedric Vuye
University of Antwerp
9 shared publications - Geert Jacobs
Sustainable Pavements and Asphalt Research (SuPAR), Faculty of Applied Engineering, University of Antwerp, Antwerp, Belgium
8 shared publications - Georgios Pipintakos
University of Antwerp
7 shared publications - Stefan Vansteenkiste
Belgian Road Research Centre
7 shared publications
Latest Publications
- 24 July 2026
- Published by Springer Nature
- p. 467-472
Monitoring and Modeling of Field Compaction: A Case Study on a Low-Noise Thin Asphalt Layer
- 24 July 2026
- Published by Springer Nature
- p. 467-472
Monitoring and Modeling of Field Compaction: A Case Study on a Low-Noise Thin Asphalt Layer
- 9 July 2026
- Published by Springer Nature
- p. 172-178
Fingerprinting of Bituminous Binders and Mastics to Assess Workability
- 9 July 2026
- Published by Springer Nature
- p. 172-178
Fingerprinting of Bituminous Binders and Mastics to Assess Workability
- 9 July 2026
- Published by Springer Nature
- p. 135-140
Development of a Protocol for the Evaluation of Mastic Viscosity Using a DSR
- 9 July 2026
- Published by Springer Nature
- p. 135-140
Development of a Protocol for the Evaluation of Mastic Viscosity Using a DSR
- 1 October 2025
- Published by Springer Nature
- p. 147-175
RAP Characterisation by Assessing the Relative Degree of Binder Activity
- 1 October 2025
- Published by Springer Nature
- p. 147-175
RAP Characterisation by Assessing the Relative Degree of Binder Activity
- 24 December 2024
- Published by Springer Nature
- p. 97-101
Cracking Resistance Characterisation of Reclaimed Asphalt
- 24 December 2024
- Published by Springer Nature
- p. 97-101
Cracking Resistance Characterisation of Reclaimed Asphalt
- 21 July 2024
- Published by Springer Nature
- p. 178-187
Repeatability and Reproducibility of Analysis Methods for Asphalt Mixture Gyratory Compaction
- 21 July 2024
- Published by Springer Nature
- p. 178-187
Repeatability and Reproducibility of Analysis Methods for Asphalt Mixture Gyratory Compaction
- 26 September 2021
- Published by Springer Nature
- p. 1135-1141
Introducing an Improved Testing Method to Evaluate the Fatigue Resistance of Bituminous Mortars
- 26 September 2021
- Published by Springer Nature
- p. 1135-1141
Introducing an Improved Testing Method to Evaluate the Fatigue Resistance of Bituminous Mortars
- 15 September 2021
- Published by Taylor & Francis in International Journal of Pavement Engineering
- Vol. 23 (13) , 4664-4674
The impact of reclaimed asphalt rate on the healing potential of bituminous mortars and mixtures
Fatigue resistance is of paramount importance for bituminous materials and so it is the effect of applying rest periods, as this is a more realistic representation of the traffic loading. To this end, to evaluate the healing potential, storage rest periods were introduced during a series of fatigue tests. In this study, the healing investigation was performed on the asphalt and mortar scale, aiming to assess the effect of reclaimed asphalt binder (RAB) on the healing potential. For the mortars, the healing indices derived under different damage levels and rest periods were modelled into a healing master curve, describing the healing index as a function of damage level and rest time. The asphalt tests revealed that the mixtures containing RAB showed higher healing potential compared to the control mix, attributed mainly to the existence of a softer blend as a result of partial blending. Furthermore, chemical indicators were considered to assess the healing potential of the binder blends and compared to the results of the healing tests. For the mortars, the 70% RAB samples showed the lowest healing potential, reflecting the full effect of very high RAB content, when the RAB is fully blended with the virgin binder.
- 15 September 2021
- Published by Taylor & Francis in International Journal of Pavement Engineering
- Vol. 23 (13) , 4664-4674
The impact of reclaimed asphalt rate on the healing potential of bituminous mortars and mixtures
Fatigue resistance is of paramount importance for bituminous materials and so it is the effect of applying rest periods, as this is a more realistic representation of the traffic loading. To this end, to evaluate the healing potential, storage rest periods were introduced during a series of fatigue tests. In this study, the healing investigation was performed on the asphalt and mortar scale, aiming to assess the effect of reclaimed asphalt binder (RAB) on the healing potential. For the mortars, the healing indices derived under different damage levels and rest periods were modelled into a healing master curve, describing the healing index as a function of damage level and rest time. The asphalt tests revealed that the mixtures containing RAB showed higher healing potential compared to the control mix, attributed mainly to the existence of a softer blend as a result of partial blending. Furthermore, chemical indicators were considered to assess the healing potential of the binder blends and compared to the results of the healing tests. For the mortars, the 70% RAB samples showed the lowest healing potential, reflecting the full effect of very high RAB content, when the RAB is fully blended with the virgin binder.