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DEVELOPMENT AND EVALUATION OF A WARM-MIX ASPHALT ADDITIVE THROUGH ASPHALT MIXTURE PERFORMANCE TESTS AND ANALYSES

机译:通过沥青混合料性能测试进行温-混合沥青添加剂的开发与评价

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This paper employs comprehensive performance-based evaluations of asphalt mixtures todevelop the organic wax-based, warm-mix asphalt (WMA) low energy and low carbondioxide asphalt pavement (LEADCAP) additive through advanced laboratory tests andanalyses. The performance evaluation adapted in this study contains fatigue cracking,rutting, and moisture susceptibility. The fatigue performance with and without moistureconditioning is investigated using direct tension cyclic tests coupled with simplifiedviscoelastic continuum damage (S-VECD) models and layered structural analysis.Moreover, the stripped areas on the specimen surfaces that are fractured during the directtension cyclic testing are quantified. Triaxial repeated load permanent deformation andasphalt pavement analyzer (APA) tests are conducted to assess the rutting potential.The fatigue test results exhibit that the WMA-B mixture has a comparable performance tothe HMA mixture, but the WMA-A mixture’s performance is worse than the HMA andWMA-B mixtures’ performances. The rutting test results show that the WMA-A and WMABmixtures have greater rutting resistances than the HMA mixture. However, the results ofthe fatigue life ratio and stripping percentage tests indicate that the WMA-B mixture ismore susceptible to moisture damage than the HMA mixture. Finally, the polyethyleneWMA-D additive combined with a crystal controller and an adhesion promoter wasdeveloped by improving the moisture susceptibility while maintaining the fatigue andrutting performance of the WMA-B additive.
机译:本文通过对沥青混合料的综合性能评估,通过先进的实验室测试和分析,开发出有机蜡基,热拌沥青(WMA)低能耗和低二氧化碳沥青路面(LEADCAP)添加剂。在本研究中进行的性能评估包含疲劳裂纹,车辙和湿气敏感性。通过直接拉伸循环试验,简化的粘弹性连续介质损伤(S-VECD)模型和分层结构分析,研究了有无加湿条件下的疲劳性能,此外,还对在直接拉伸循环试验中断裂的试样表面上的剥离区域进行了量化。进行了三轴反复荷载永久变形和沥青路面分析仪(APA)测试以评估车辙的可能性。疲劳测试结果表明WMA-B混合物的性能与HMA混合物相当,但WMA-A混合物的性能却比HMA混合物差。 HMA和WMA-B混合物的性能。车辙测试结果表明,WMA-A和WMAB混合物比HMA混合物具有更高的耐车辙性。然而,疲劳寿命比和剥离百分率测试的结果表明,WMA-B混合物比HMA混合物更容易受潮。最后,通过在保持WMA-B添加剂的疲劳和车辙性能的同时改善湿气敏感性,开发了与晶体控制器和增粘剂结合的聚乙烯WMA-D添加剂。

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    National Academy FHWA at Turner-Fairbank Highway Research Center United States Jongsub.lee.ctr@dot.gov;

    Civil Engineering North Carolina State University United States kim@ncsu.edu;

    Highway Research Division Korea Institute of Construction Technology South Korea cmbaek@kict.re.kr;

    Highway Research Division Korea Institute of Construction Technology South Korea sdhwang@kict.re.kr;

    Highway Research Division Korea Institute of Construction Technology South Korea sakwon@kict.re.kr;

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