Research Article
Properties of Direct Coal Liquefaction Residue Modified Asphalt Mixture
Table 6
Volumetric indexes of the asphalt mixtures.
| Items | SK-90 asphalt mixture | SBS modified asphalt mixture | DCLR modified asphalt mixture | DCLR-composite modified asphalt mixture |
| Bulk relative specific gravity/(g/cm3) | 2.422 | 2.560 | 2.503 | 2.547 | Maximum theoretical specific gravity/(g/cm3) | 2.596 | 2.615 | 2.632 | 2.623 | VV/% | 4.4 | 4.5 | 4.3 | 4.6 | VMA/% | 13.3 | 13.3 | 13.2 | 13.3 | VFA/% | 68.1 | 65.2 | 67.4 | 66.5 | OAC/% | 4.2 | 4.2 | 4.2 | 4.3 |
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Note: VV: volume of air voids; VMA: volume of voids in mineral aggregate; VFA: volume of voids filled with asphalt; and OAC: optimum asphalt content.
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