Research Article
Asphalt Concrete Mixtures: Requirements with regard to Life Cycle Assessment
Table 3
Ascertained fatigue parameters for mixtures with recycled material.
| Parameter | | | 10−6 | |
| Mix 1 | −22.3469 | −0.1310 | 193.10 | 0.7065 | Mix 2 | −41.3604 | −0.0817 | 135.77 | 0.5726 | Mix 3 | −89.2104 | −0.0397 | 166.38 | 0.8039 |
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