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Performance Characteristics of In-Plant-Mixed Stone Mastic Asphalt SMA Using Different Rejuvenators

机译:使用不同的Rejuvenators植物混合石髓沥青SMA性能特征

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Various rejuvenators already enable an increased amount of reclaimed asphalt pavement (RAP) within the mix design of hot mix asphalt (HMA). The aged RAP binder presents higher values of softening point compared to the virgin binder. Therefore, the use of rejuvenators has the potential to improve the characteristic of the final mixture. However, it is still not entirely understood how the asphalt mixtures containing rejuvenators may behave in terms of aging and to what extent the rejuvenating action remains effective and stable. The goal of this study is to evaluate four different stone mastic asphalt (SMA) mixtures prepared with different rejuvenators with respect to their aging behavior on the basis of performance characteristics and to qualify the effects on the mechanistic pavement design procedure. The SMA mixtures were mixed in the plant where three different rejuvenators were used. Each mixture was compacted in the laboratory using a German sector compactor and each slab cored into cylindrical samples. To study the aging effects of the rejuvenators, the specimens were conditioned on the basis of AASHTO protocol R30 - Standard Practice for Mixture Conditioning of Hot Mix Asphalt. Three aging levels were imposed on the mixtures and the resulting performance properties in terms stiffness and fatigue were addressed by Cylindrical Indirect Tension (CIDT). Subsequently, the performance properties were used as input in the mechanistic pavement design procedure currently used in Germany. Additional analysis of the rejuvenated extracted binder was performed with the Binder-Fast-Characterization-Test (BTSV) recently adopted in Germany. Overall, a substantially different trend was observed across the three rejuvenators as confirmed by the mechanistic pavement analysis. The latter appears to be capable of providing an evaluation of the impact of rejuvenators on the changes in performance properties due to pavement aging.
机译:各种regubuvenators已经在热混合沥青(HMA)的混合设计中增加了再生沥青路面(RAP)。与原始粘合剂相比,老化的RAP粘合剂具有更高的软化点值。因此,使用Rejuvenators具有改善最终混合物的特征。然而,仍然没有完全理解含有蒸煮器的沥青混合物是如何在老化方面表现的以及恢复活力仍然有效和稳定的程度。本研究的目的是评估四种不同的石头铬沥青(SMA)混合物,在绩效特征的基础上,在衰老行为方面具有不同的焕发器,并有资格对机械路面设计程序的影响。将SMA混合物混合在植物中,使用三种不同的再蒸腾剂。每个混合物在实验室中使用德国扇形压实机和每个板芯压入圆柱形样品中。为研究再融化器的衰老效应,在AASHTO协议R30的基础上,调节标本 - 标准实践,用于混合沥青的混合调理。在混合物上施加三种老化水平,通过圆柱间接张力(CIDT)解决了术语刚度和疲劳中所得的性能性质。随后,使用性能属性用作当前在德国使用的机械路面设计程序中的输入。通过最近在德国采用的粘合剂 - 快速表征 - 试验(BTSV)进行了对恢复活化的粘合剂的额外分析。总体而言,在机械路面分析证实的三个复兴者中,观察到了大量不同的趋势。后者似乎能够评估恢复剂对由于路面老化引起的性能特性变化的影响。

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