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Laboratory Evaluation of Warm Mix Asphalt Influence on Theoretical Maximum Specific Gravity

机译:混合沥青对理论最大比重影响的室内评估

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Warm mix asphalt (WMA) technology provides sufficient workability for asphalt mixtures at reduced mixing and compaction temperatures. Depending on the WMA technology, the typical temperature reduction range is 20 ℃ to 55 ℃ below hot mix asphalt (HMA) production temperatures. WMA involves chemical and wax additives that are added to an asphalt binder or incorporated through the use of foaming technology. The main advantages of WMA are reduced emissions and a reduction in combustible fuel consumption. Ongoing WMA research projects have documented some differences between HMA and WMA mixes, prompting numerous research projects that are investigating these concerns. The purpose of this research is to evaluate the volumetric properties by directly comparing laboratory produced WMA and HMA mixes. This study investigates the impact of WMA additives on the volumetric properties, specifically, the theoretical maximum specific gravity (G_(mm)). The G_(mm) testing followed the procedure of ASTM D2041. Two mix designs with HMA binder were produced, one without recycled asphalt pavement (RAP) and the other with 30 % RAP. After the mix designs were completed, no additional changes were made to account for the addition of the WMA technology. The mixes included the WMA technologies Sasobit and Advera, as well as an HMA control, for a total of six different laboratory produced mixes. Each mix was produced at 120 ℃, 135 ℃, and ,150 ℃, and each mix was oven cured for 1, 2, and 4 h. The test results were analyzed using statistical principles to determine whether differences in the G_(mm) values were statistically significant. The results show that temperature has little impact on G_(v). G_(mm) was not affected by curing times of 1 and 2 h, but the longer curing time of 4 h resulted in a statistically significant increase in G_(mm). Further analysis revealed that the mix sensitivity to curing time depends on the amount of RAP in the mix. For the mix designs studied, the Advera G_(mm) values were similar to the HMA values, but the Sasobit G_(mm) values were statistically lower than the Advera values.
机译:温拌沥青(WMA)技术可在降低的混合和压实温度下为沥青混合物提供足够的可加工性。根据WMA技术的不同,典型的降温范围是比热拌沥青(HMA)生产温度低20℃至55℃。 WMA涉及化学和蜡添加剂,这些添加剂被添加到沥青粘合剂中或通过使用发泡技术掺入。 WMA的主要优点是减少排放和减少可燃燃料消耗。正在进行的WMA研究项目已记录了HMA和WMA混合之间的一些差异,这促使许多研究项目正在研究这些问题。这项研究的目的是通过直接比较实验室生产的WMA和HMA混合物来评估体积特性。这项研究调查了WMA添加剂对体积性能的影响,特别是理论上的最大比重(G_(mm))。 G_(mm)测试遵循ASTM D2041的程序。生产了两种使用HMA粘合剂的混合料设计,一种不使用再生沥青路面(RAP),而另一种使用30%RAP。混合设计完成后,无需进行任何其他更改就可以添加WMA技术。这些混合物包括WMA技术Sasobit和Advera,以及HMA控件,总共用于六种不同的实验室生产混合物。每种混合物分别在120℃,135℃和150℃下生产,每种混合物在烘箱中固化1、2和4小时。使用统计原理分析测试结果,以确定G_(mm)值的差异是否具有统计学显着性。结果表明,温度对G_(v)影响很小。 G_(mm)不受1和2 h的固化时间的影响,但是更长的4 h固化时间导致G_(mm)的统计显着增加。进一步的分析表明,混合物对固化时间的敏感性取决于混合物中RAP的量。对于所研究的混合物设计,Advera G_(mm)值与HMA值相似,但Sasobit G_(mm)值在统计学上低于Advera值。

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