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Study of Mineral Powder Effects on the Performance of an Asphalt Rubber Mixture

机译:矿物粉对沥青橡胶混合料性能影响的研究

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This study was conducted in-depth study by doing several more important road performances of asphalt rubber mixture through laboratory tests, firstly, comparing the relationship of the content of mineral powder and asphalt bitumen membrane thickness at different asphalt content, through film thickness to determine the range of gradation and asphalt content in laboratory tests, Grade 1 and grade 4 asphalt content 5.5%, 6.0% and 6.6% are set for the benchmark, then mixes adhesion, anti-damage and fatigue properties of the test are carried out in the established range, the study found that: With the addition of mineral powder, asphalt film thickness decreases, but the adhesion of Modified Cantabro testis influenced little by mineral powder added to the asphalt or not; whatever the grade adding 6.5% mineral powder or not, TSR values were greater than 80%,which meets regulatory requirements, but without mineral powder grade slightly better; fatigue properties of asphalt rubber mixture will reduced, when mineral powder added in, especially when the asphalt content is high.
机译:本研究通过实验室测试对沥青橡胶混合料的几个更重要的路用性能进行了深入研究,首先,比较了不同沥青含量下矿粉含量与沥青沥青膜厚度的关系,通过膜厚确定了在实验室测试的等级和沥青含量范围内,将1级和4级沥青含量设定为基准的5.5%,6.0%和6.6%,然后在确定的范围内进行混合试验的混合,抗损伤和疲劳性能范围内,研究发现:随着矿物粉的添加,沥青膜的厚度减小,但是改性的Cantabro睾丸的粘附力几乎不受添加到沥青中的矿物粉的影响。不论是否添加6.5%的矿粉等级,TSR值均大于80%,符合法规要求,但无矿粉等级略好。当添加矿物粉时,尤其是当沥青含量高时,沥青橡胶混合物的疲劳性能会降低。

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