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Figure 4 shows that for both A-type and B-type modified asphalt binders, the effect on 60 °C dynamic viscosity of the modified asphalt is different for various kinds of viscosity modifiers.
SBS modified asphalt is recommended for an interlayer, for its excellent pavement performance and construction convenience.
The optimum dosage of SBS modified asphalt is determined by interlayer bond test.
Finally, the shearing machine is closed and the modified asphalt is placed into an 180 °C oven about 30 min. .
The storage stability of APAO modified asphalt is dependent on the APAO loading level.
The results show that the gas released from GO modified asphalt is the CO2.
Similar(42)
Meanwhile, the distribution and colloid structure of composite modified asphalt were changed by the modifiers degradation products, the asphalt secondary components and their reaction products, so were the macroscopic properties of CR/SBSCMA.
The performance of the optimized hard modified asphalt was validated by laboratory tests.
Compared with diatomite modified asphalt, the oxygen dispersion in hydrophobic diatomite modified asphalt was harder, which means the oxidative aging resistance of hydrophobic diatomite modified asphalt was better.
The modified asphalt was mixed with aggregates to form NHL modified asphalt mixtures.
In addition, the thermal properties of GO modified asphalt were studied by thermo gravimetric (TG) analysis.
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