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But the higher loading frequency is, the worse asphalt and filler interaction ability is.
The higher temperature is, the stronger asphalt and filler interaction ability is.
The asphalt and filler interaction plays a significant role on the performances of asphalt mixtures, and the asphalt and filler interaction ability can be evaluated by the rheological properties.
The asphalt and filler interaction plays a significant role on the performances of asphalt mastics and mixtures, and the asphalt and filler interaction ability is affected by the temperature and loading frequency.
L-A-δ and K-B-δ not only represent the effects of temperature on asphalt and filler interaction ability but also the effects of loading frequency on asphalt and filler interaction ability.
Results indicate that △G∗ and K-B-G∗ cannot represent the effects of temperature on asphalt and filler interaction ability.
Similar(52)
The deeper aging degree of asphalt binders is, the worse asphalt-filler interaction ability is.
Results show that these two indices have the consistency to evaluate asphalt-filler interaction ability.
Therefore, the aging affects the asphalt-filler interaction ability via changes of asphalt active components.
The rheological properties of asphalt mastics and asphalt-filler interaction play key roles on the performances of asphalt mixtures.
The two indices K-B-G∗ and K-B-δ were selected to evaluate asphalt-filler interaction ability.
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