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Effect of chemical composition on rheology and mechanical properties of asphalt binder

机译:化学成分对沥青结合料流变学和力学性能的影响

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Asphalt binder imparts most of its characteristics to the asphalt concrete mixture and also dictates several forms of distresses in asphalt mixtures and pavements. The chemical makeup of the asphalt binder dictates its rheological and mechanical properties. The objective of this study was to investigate the effect of the relative concentration of different polar fractions on the rheology and tensile strength of asphalt binders. Two different binders were separated into four (SARA) fractions based on their polarity. The fractions were individually doped in the original binder to produce four derivative binders from each of the two parent binders. Dynamic shear moduli and tensile strengths of the asphalt binders were measured using a dynamic a shear rheometer (DSR) and a tension-compression machine, respectively. The results show that an increase in the concentration of polar fractions resulted in an increase in both the stiffness and tensile strength of the binder. Addition of more polar fractions resulted in a substantial increase in stiffness at lower frequencies of loading but this increase was not as substantial at higher frequencies of loading. Observation of the failure surfaces from the poker-chip test also revealed that binders with higher polar fractions that had higher stiffness and tensile strength also had higher number and smaller size cavities that resulted in crack nucleation and failure. The findings from this study can help better understand the behavior of aged and chemically modified asphalt binders and also engineer better performing binders for pavement applications.
机译:沥青粘合剂将大部分特性赋予沥青混凝土混合物,并决定沥青混合物和路面中的几种遇险形式。沥青粘合剂的化学组成决定了其流变和机械性能。这项研究的目的是研究不同极性组分的相对浓度对沥青粘合剂流变学和拉伸强度的影响。根据极性将两种不同的粘合剂分为四个(SARA)组分。将这些级分分别掺杂在原始粘合剂中,以从两种母体粘合剂的每一种中产生四种衍生粘合剂。沥青粘合剂的动态剪切模量和抗张强度分别使用动态剪切流变仪(DSR)和张力压缩机进行测量。结果表明,极性组分浓度的增加导致粘合剂的刚度和抗张强度均增加。在极性较低的载荷下添加更多极性组分会导致刚度的显着增加,但是在载荷较高的频率下,这种增加的幅度并不明显。从扑克筹码测试中观察到的失效表面还发现,极性分数较高的粘合剂具有较高的刚度和拉伸强度,并且粘合剂的数量和尺寸较小,从而导致裂纹成核和失效。这项研究的发现可以帮助您更好地了解老化的和化学改性的沥青粘合剂的性能,还可以为路面应用设计出性能更好的粘合剂。

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