Research Article
Investigating the Fatigue Characteristics of Large Stone Asphalt Mixtures Based on the Disturbed State Concept
Table 2
Marshall test results at an optimal asphalt content.
| | Asphalt-aggregate ratios (%) | Volume of air voids, VV (%) | Voids filled with asphalt, VFA (%) | Voids in the mineral aggregates, VMA (%) | Marshall stability (kN) | Flow value (0.1 mm) |
| | 3.38% | 3.4 | 59.1 | 11.9 | 30 | 65 | | Specification requirement | 3–6 | 60–75 | >11 | >15 | 40–70 |
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