Research Article
Effect of Diatomite and Basalt Fibers on Pavement Performance and Vibration Attenuation of Waste Tires Rubber-Modified Asphalt Mixtures
Table 6
Test results of Marshall indexes for seven groups of asphalt mixtures.
| Mixtures | Content (%) | VV (%) | VMA (%) | VFA (%) | MS (kN) | FL (mm) |
| WRM | 0 | 3.6 | 14.1 | 75.0 | 14.28 | 3.26 |
| DWRM | 5 | 3.6 | 14.7 | 75.5 | 14.49 | 3.1 | 7.5 | 3.2 | 14.2 | 77.4 | 14.98 | 3.98 | 10 | 2.5 | 13.9 | 82.4 | 16.50 | 3.32 |
| BWRM | 0.2 | 3.1 | 14.2 | 78.6 | 15.23 | 3.1 | 0.3 | 3.6 | 14.5 | 75.2 | 15.41 | 3.69 | 0.4 | 3.8 | 15.2 | 75.0 | 14.79 | 3.12 |
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