Research Article
Analysis of the Mechanical Behaviour of Asphalt Concretes Using Artificial Neural Networks
Table 4
Properties of AC20-ModL specimens.
| | Specimen | Bitumen content (%) (by weight of mix) | Voids (%) | VMA (%) | VFA (%) | Marshall stability (kN) | Marshall flow (mm) |
| | AC20-ModL-1 | 4.20 | 6.1 | 14.1 | 57.1 | 9.9 | 2.3 | | AC20-ModL-2 | 4.20 | 6.0 | 14.1 | 57.2 | 8.9 | 1.9 | | AC20-ModL-3 | 4.20 | 6.4 | 14.4 | 55.8 | 9.8 | 2.3 | | AC20-ModL-4 | 4.60 | 4.1 | 13.3 | 69.2 | 10.2 | 3.0 | | AC20-ModL-5 | 4.60 | 4.2 | 13.3 | 68.8 | 9.3 | 3.1 | | AC20-ModL-6 | 4.60 | 4.7 | 13.8 | 66.1 | 11.9 | 3.1 | | AC20-Mod-7 | 5.00 | 3.6 | 13.7 | 74.1 | 10.5 | 3.0 | | AC20-ModL-8 | 5.00 | 4.3 | 14.4 | 70.0 | 10.2 | 3.9 | | AC20-ModL-9 | 5.00 | 3.5 | 13.7 | 74.2 | 12.4 | 3.6 | | AC20-ModL-10 | 5.60 | 1.3 | 13.1 | 90.4 | 12.7 | 5.0 | | AC20-ModL-11 | 5.60 | 2.3 | 14.0 | 83.7 | 11.6 | 3.5 | | AC20-ModL-12 | 5.60 | 2.4 | 14.2 | 82.7 | 11.7 | 4.2 | | AC20-ModL-13 | 4.60 | 3.3 | 12.3 | 73.4 | 9.6 | 3.9 | | AC20-ModL-14 | 4.60 | 3.0 | 12.1 | 75.4 | 9.6 | 3.1 | | AC20-ModL-15 | 4.60 | 3.7 | 12.7 | 71.2 | 12.1 | 3.1 | | AC20-ModL-16 | 5.00 | 3.8 | 13.7 | 72.6 | 10.6 | 3.0 | | AC20-ModL-17 | 5.00 | 4.5 | 14.4 | 68.5 | 11.1 | 3.9 | | AC20-ModL-18 | 5.00 | 4.8 | 14.6 | 67.4 | 12.2 | 3.6 | | AC20-ModL-19 | 4.9 | 4.8 | 15.7 | 69.5 | 13.3 | 3.6 | | AC20-ModL-20 | 4.90 | 4.4 | 15.4 | 71.1 | 13.2 | 3.5 | | AC20-ModL-21 | 4.90 | 3.6 | 14.6 | 75.4 | 13.3 | 3.7 | | AC20-ModL-22 | 3.80 | 8.2 | 16.0 | 48.8 | 15.0 | 2.2 | | AC20-ModL-23 | 3.80 | 8.0 | 15.9 | 49.3 | 14.6 | 2.3 | | AC20-ModL-24 | 3.80 | 7.8 | 15.6 | 50.2 | 15.1 | 2.2 | | AC20-ModL-25 | 3.80 | 8.4 | 16.2 | 48.0 | 15.5 | 2.2 | | AC20-ModL-26 | 4.20 | 6.4 | 15.2 | 58.1 | 14.5 | 2.9 | | AC20-ModL-27 | 4.20 | 6.1 | 14.9 | 59.4 | 14.5 | 2.6 | | AC20-ModL-28 | 4.20 | 6.6 | 15.5 | 57.0 | 14.5 | 2.6 | | AC20-ModL-29 | 4.20 | 6.9 | 15.7 | 56.1 | 13.9 | 2.7 | | AC20-ModL-30 | 4.20 | 6.1 | 14.9 | 59.4 | 14.5 | 3.0 |
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