Asphalt cement is a viscoelastic material and has self-healing abilities due to its
viscous part. The interaction between fatigue and self-healing influences the fatigue
life of asphalt concrete (AC). An attempt has been made in this work to evaluate and
compare the influence of external oven and microwave induction heating on the
mode of healing, permanent deformation (PD), and flow number (FN) of AC, while
two sets of AC Marshall specimens were prepared with optimum binder
requirement; the first set is denoted as the control while the second set is prepared
with 5 % of iron slag. Specimens were subjected to fatigue under dynamic indirect
tensile stress (DITS) until the stiffness declined to 50 % of its original value.
Specimens were subjected to healing using two heating modes, (external oven and
microwave induction) heating, then tested for fatigue using DITS. The variation in PD
and FN among the healing modes between the control and the iron slag-treated
specimens are analyzed and modeled. It was observed that implementation of iron
slag has increased the FN by (four and nine) folds, and declined the PD by (37.5, and
50) % after practicing the healing with (microwave induction and external oven)
heating respectively. External oven heating exhibited a lower PD healing index for
control and iron slag-treated AC mixtures. However, implementation of 5 % iron slag
exhibited lower healing index in general as compared with the control AC mixture.
The obtained power regression mathematical models with high coefficients of
determination can be implemented for fast and preliminary prediction of the
expected PD within the limitations of the investigated material ranges and testing
conditions when practicing the healing process.
Keywords: Healing; Asphalt Concrete; Deformation; Induction Heating; slag;
external heating; Flow number, Microwave
