Exact(60)
Nine samples of different asphalt mastic are prepared.
The rutting test results for the different asphalt mixtures are given in Table 5.
Fatigue resistance of five different asphalt mixes were evaluated using this new parameter, fi.
The procedure to get the activation energy of different asphalt mastic is put forward.
This work presents an extensive analysis of fatigue test results using different asphalt concretes.
Moreover, the existence of variations in the odor fingerprints of different asphalt binders heated at the same temperature was assessed.
It is found that the healing activation energy can obviously distinguish the healing ability of different asphalt mastic.
Figure 4 shows the time-history curves of vertical acceleration, the maximum absolute acceleration was determined for five different asphalt layer thicknesses (see Fig. 4).
The different asphalt binders were tested by FTIR to obtain the spectra of chemical groups.
For this research, the Superpave and the Marshall mix designs for four different asphalt binders were conducted to determine the optimum asphalt contents (OAC).
The objective of this study was to conceptualize and develop energy-based algorithm to characterize the comprehensive rheological behaviour of different asphalt binders with and without rubber modification.
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