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Evaluation of warm asphalt additives on performance properties of CRM binders and mixtures.

机译:评估热沥青添加剂对CRM粘合剂和混合物的性能的影响。

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摘要

The Warm Mix Asphalt (WMA) technologies have gained increasing popularity in recent years because of its unique property to allow the reduction in mixing and compaction temperatures of Hot Mix Asphalt (HMA) mixtures without compromising the quality of the mix. On the other hand, one of the reasons for utilizing the Crumb Rubber Modified (CRM) asphalt mixtures is that it increases the durability of the pavement by reducing the cracking and rutting potential of the pavement. However the CRM mixtures require a high mixing and compaction temperatures compared to the conventional HMA. Since the temperature requirements for CRM mixtures are more critical during construction, WMA technologies are expected to reduce the production and compaction temperatures of CRM mixtures. Therefore, since this concept has not been studied in detail, an investigation of the binder and mixture properties of warm mix asphalt modified rubberized mixes was initiated.;This research evaluated the effects of Aspha-minRTM and SasobitRTM on five different sources of CRM binders in terms of viscosity, complex modulus, and the asphalt binder characteristics after long term aging. Based on the statistical analysis it was concluded that the WMA additives have an effect on viscosity and regardless of the source of binder and additive, viscosity was increased with time after the additive was added to the binder. SasobitRTM was found effective in decreasing the viscosity of the binder at 135 °C and increasing the failure temperature after short term aging. The G* Sindelta value was observed to be higher with both the additives indicating an increase in cracking potential compared to unmodified CRM binders. Additionally SasobitRTM was found to increase the low temperature cracking potential of the binders irrespective of the binder source used, as binders containing SasobitRTM showed lower m values.;To evaluate the effect of WMA additives on compaction temperature of the CRM mixtures, 192 specimens were prepared (two aggregate sources, four different compaction temperatures, four different types of binder and six repetitions). Based on the statistical analysis it was concluded that the WMA additives were able to reduce the required compaction temperatures by up to 20 °C to 30 °C to get the target air voids. It was observed that the addition of WMA increased the %VFA and decreased the %VMA irrespective of the aggregate source used in this study. Over 108 specimens were made to evaluate the engineering properties of the CRM mixtures, and it was concluded that WMA technologies have no negative effect on the CRM mixture's engineering properties such as rutting, moisture susceptibility and resilient modulus (MR).
机译:近年来,由于沥青混合料(WMA)技术具有独特的特性,可以降低热混合沥青(HMA)混合料的混合和压实温度,而又不影响混合料的质量,因此其技术越来越受欢迎。另一方面,使用碎橡胶改性的(CRM)沥青混合物的原因之一是它通过减少路面的开裂和车辙可能性来增加路面的耐久性。但是,与常规HMA相比,CRM混合物需要较高的混合和压实温度。由于对CRM混合物的温度要求在施工过程中更为关键,因此WMA技术有望降低CRM混合物的生产和压实温度。因此,由于尚未对该概念进行详细研究,因此开始对温拌沥青改性的橡胶化混合物的粘合剂和混合物性能进行研究。该研究评估了Aspha-minRTM和SasobitRTM对5种不同来源的CRM粘合剂的影响。长期老化后的粘度,复数模量和沥青粘合剂特性基于统计分析得出的结论是,WMA添加剂对粘度有影响,并且不管粘合剂和添加剂的来源如何,在将添加剂添加到粘合剂后,粘度都会随时间增加。发现SasobitRTM可有效降低135°C下的粘合剂粘度并提高短期老化后的破坏温度。两种添加剂的G * Sindelta值均较高,表明与未改性的CRM粘合剂相比,其裂解潜力有所增加。此外,发现SasobitRTM可以提高粘合剂的低温开裂潜力,而与所使用的粘合剂来源无关,因为含SasobitRTM的粘合剂的m值较低。;为了评估WMA添加剂对CRM混合物压实温度的影响,制备了192个样品(两个集料源,四个不同的压实温度,四种不同类型的粘合剂和六次重复)。根据统计分析得出的结论是,WMA添加剂能够将所需的压实温度降低多达20°C至30°C,以获得目标气孔。观察到,加入WMA会增加%VFA并降低%VMA,而与本研究中使用的总来源无关。制作了超过108个样本来评估CRM混合物的工程性能,并且得出结论,WMA技术对CRM混合物的工程性能(例如车辙,湿气敏感性和弹性模量(MR))没有负面影响。

著录项

  • 作者单位

    Clemson University.;

  • 授予单位 Clemson University.;
  • 学科 Engineering Civil.
  • 学位 Ph.D.
  • 年度 2008
  • 页码 190 p.
  • 总页数 190
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 建筑科学;
  • 关键词

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