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Effect of Density Variation of Coarse Aggregate on Asphalt Mixture Properties

机译:粗骨料密度变化对沥青混合料性能的影响

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There are very few research achievements about the effect of aggregate densityrnvariation on the properties of asphalt mixture. In this paper, it was studied by testingrnin the laboratory at the same gradation and the same asphalt aggregate ratio. Thernresults showed that, as aggregate gradation, water absorption, asphalt aggregate ratiornremain unchanged, the coarse aggregate density increases, percentage of voidsrndecrease accordingly. When the density increases by 0.2 g/cm~3, percentage of voidsrnreduces by 1%, and the voids in mineral aggregate of the mixture changes little, andrnthe mixture’s capacity to prevent deformation at the high temperature decreasesrnaccordingly, but the density variation changes very little about the water stability andrnanti-cracking at low temperature. Considering the percentage of voids changingrnrange of the asphalt mixture, it is suggested that during the production process, therndensity of the same batch of the coarse aggregate can only float within the range of ±rn0.1kg/cm~3.The result of this research can be taken as a useful reference as modifyingrnand revising the related technical specifications of the asphalt pavement.
机译:关于骨料密度变化对沥青混合料性能影响的研究很少。本文通过在实验室中以相同的等级和相同的沥青骨料比率进行测试来进行研究。结果表明,随着骨料级配,吸水率,沥青骨料比值的保持不变,粗骨料密度增加,空隙率相应降低。当密度增加0.2 g / cm〜3时,空隙率降低1%,混合物中矿物骨料中的空隙变化不大,并且高温下混合物防止变形的能力相应降低,但密度变化变化很小。关于水的稳定性和低温下的抗裂性。考虑到沥青混合料空隙率变化幅度的百分比,建议在生产过程中,同一批粗骨料的密度只能在±rn0.1kg / cm〜3的范围内浮动。可以作为修改和修订沥青路面相关技术规范的有用参考。

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