Research Article
Study on Influencing Factors of Asphalt-Aggregate Stripping Mechanism
Table 6
The change of asphalt film capacitance with time.
| | Test time | 1 (h) | 12 (h) | 24 (h) | 120 (h) | 240 (h) |
| | Matrix asphalt (×10−8F) | Specimen 1 | 1.44 | 1.89 | 2.18 | 4.34 | 6.95 | | Specimen 2 | 1.63 | 1.93 | 2.35 | 4.33 | 7.17 | | Specimen 3 | 1.67 | 2.04 | 2.33 | 4.45 | 7.12 | | Average | 1.58 | 1.95 | 2.29 | 4.37 | 7.08 |
| | Modified asphalt (×10−8F) | Specimen 1 | 0.96 | 1.22 | 1.24 | 1.98 | 2.25 | | Specimen 2 | 0.91 | 1.10 | 1.16 | 1.83 | 2.20 | | Specimen 3 | 0.86 | 1.03 | 1.30 | 2.15 | 2.24 | | Average | 0.91 | 1.12 | 1.23 | 1.99 | 2.23 |
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