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Comparative Study on Laboratory Performance of Hot- and Warm-mix Asphalt Mixtures

机译:热拌和热拌沥青混合料实验室性能的比较研究

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摘要

In an effort to study sustainable environmentally friendly pavement, the physical mechanics and road performance of warm-mix asphalt mixtures based on an emulsifying platform were studied via the Marshall design method. The results show that the optimum asphalt content of warm-mix asphalt mixtures is generally higher than that of hot-mix asphalt mixtures by 0.1 % to 0.2 %; the values of the stability, bulk specific gravity, air voids, and voids in mineral aggregate do not change significantly; and the number of voids filled with asphalt and the flow value increase a little. The residual stability value of warm-mix asphalt mixtures increases, whereas the freeze-thaw splitting strength decreases. The high-temperature performance and seepage performance of warm-mix asphalt mixtures are similar to those of hot-mix asphalt mixtures.
机译:为了研究可持续的环保路面,通过马歇尔设计方法研究了基于乳化平台的热拌沥青混合料的物理力学和道路性能。结果表明,热拌沥青混合料的最佳沥青含量通常比热拌沥青混合料的最佳沥青含量高0.1%至0.2%;稳定性,堆积比重,空气空隙和矿物骨料中的空隙的值没有明显变化;填充沥青的空隙数量和流量值略有增加。温拌沥青混合料的剩余稳定性值增加,而冻融劈裂强度降低。温拌沥青混合料的高温性能和渗透性能类似于热拌沥青混合料的高温性能和渗透性能。

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