Research Article
Research of Method for Improving Antifreeze-Thaw Performance Based on Asphalt Mixture Freeze-Thaw Damage Development Process
Figure 8
Relationships between different layers and scale factors by the model. (a) Z-grade of 5.8% asphalt-aggregate ratio. (b) S-grade of 5.3% asphalt-aggregate ratio. (c) Z-grade of 5.3% asphalt-aggregate ratio. (d) S-grade of 5.8% asphalt-aggregate ratio. (e) Z-grade of 4.8% asphalt-aggregate ratio. (f) S-grade of 4.8% asphalt-aggregate ratio.
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