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Selection of type of warm mix asphalt additive based on the rheological properties of asphalt binders

机译:基于沥青粘结剂流变特性的温拌沥青添加剂类型选择

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This paper presents a methodology to characterize the changes in the rheological properties of unaged and aged asphalt binders incorporating various Sasobit (R) and Rediset (R) contents at high and intermediate temperatures. The changes in the rheological properties of asphalt binders per 1% Sasobit (R) and Rediset (R) contents were measured using new proposed parameters namely the non-dimensional viscosity index (del eta(s)), gradients of the Superpave (TM) rutting factor (del NSRP) and relative G*sin (delta) (del RG). The results of del eta(s) showed that although both additives reduce binders' viscosities, the decrease per 1% additive depends on test temperature, aging state, asphalt and additive type. The results of flow test also showed that Rediset (R) does not change the Newtonian behavior of asphalt binder, while Sasobit (R) converts the Newtonian flow into non-Newtonian at some specific shear rates, which this effect was defined in terms of threshold of non-Newtonian flow (TNF). Based on the results of the rheological binder tests, three viable scenarios to select Sasobit (R) or Rediset (R) based on the sustainability and structural performance were introduced (C) 2015 Elsevier Ltd. All rights reserved.
机译:本文提出了一种方法,用于表征在高温和中温条件下掺入各种Sasobit(R)和Rediset(R)含量的未老化和老化沥青粘合剂的流变特性的变化。使用新提出的参数(即无量纲粘度指数(delta s),Superpave(TM)的梯度)测量每1%Sasobit(R)和Rediset(R)含量的沥青粘合剂的流变特性变化。车辙系数(del NSRP)和相对G * sin(del)(del RG)。 delta(s)的结果表明,尽管两种添加剂均会降低粘合剂的粘度,但每1%添加剂的降低量取决于测试温度,老化状态,沥青和添加剂类型。流动测试的结果还表明,Rediset(R)不会改变沥青粘合剂的牛顿行为,而Sasobit(R)在某些特定剪切速率下将牛顿流转换为非牛顿流,这种影响是根据阈值定义的非牛顿流(TNF)。根据流变粘合剂测试的结果,介绍了三种基于可持续性和结构性能选择Sasobit(R)或Rediset(R)的可行方案(C)2015 ElsevierLtd。保留所有权利。

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