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Analysis on Moisture Susceptibility of Warm Mix Asphalt Affected by Moist Aggregate and Multiple Freeze-Thaw Cycles

机译:湿润骨料湿热沥青水分敏感性分析及多种冻融循环

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To analyze the effect of moist aggregate and multiple freeze-thaw cycles on moisture susceptibility of warm mix asphalt (WMA) containing organic wax additive (Sasobit), different target moisture contents (1%, 2%, 3%) of aggregates (limestone and basalt) are simulated using the bucket-mixer heating method in lab. The moisture susceptibility of WMA that composed of 3% Sasobit modified asphalt binder (by weight of SK-90 asphalt binder) and different types of dry/moist aggregates in one/two freeze-thaw cycles are test using the modified Lottman test. The test results show the moisture susceptibility of WMA linearly decreases significantly with the increase of moisture content and freeze-thaw cycle number. The moisture susceptibility of WMA made with moist aggregate cannot meet the current specification in China. However, under identical conditions (same moisture content and freeze-thaw cycle number), the moisture susceptibility of WMA made with basalt is better than that of WMA made with limestone.
机译:分析湿骨料和多种冻融循环对含有有机蜡添加剂(Sasobit)的温热沥青(WMA)的水分敏感性,不同的靶水分含量(1%,2%,3%)聚集体(石灰石和玄武岩)使用实验室中的铲斗混合器加热方法进行模拟。由3%Sasobit改性沥青粘合剂(按重量的SK-90沥青粘合剂的重量)和一个/两种冻融循环中的不同类型的干/湿聚集体组成的WMA的水分敏感性是使用改性劳输测试进行的测试。试验结果表明,随着水分含量和冻融循环数的增加,WMA的水分敏感性显着降低。 WMA用湿润骨料制造的水分敏感性不能满足中国目前的规格。然而,在相同的条件下(相同的水分含量和冻融循环数),用玄武岩制造的WMA的水分敏感性优于用石灰石制成的WMA。

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