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The influence of cohesion and adhesion parameters on the fatigue life of hot mix asphalt

机译:内聚力和粘附参数对热混合沥青疲劳寿命的影响

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Fatigue cracking is one of the major distresses of hot mix asphalt (HMA) at moderate temperatures. Two of the main properties of asphalt mixtures affecting fatigue are the cohesive bond energy of asphalt binder and the adhesive bond energy between asphalt binder and aggregate. These two parameters were calculated using surface free energy (SFE) theory. Furthermore, the fatigue life of asphalt mixtures was measured by indirect tensile fatigue test. The results showed that asphalt mixtures with limestone aggregates, with the most specific surface area, and magnitude of adhesion had the highest fatigue life. Moreover, asphalt mixtures made with asphalt binder having the highest penetration had greater fatigue life than the other mixtures. The enhanced fatigue life was attributed to the greater cohesion energy and higher resistance to fatigue cracking in asphalt film. Also, these mixtures had the highest adhesion energy on the contact surface between asphalt binders and aggregates, which increased the energy required to separate the asphalt binder from the aggregate surface and the occurrence of adhesion rupture distress.
机译:疲劳开裂是温度温度下热混合沥青(HMA)的主要困难之一。影响疲劳的沥青混合物的两个主要性质是沥青粘合剂的粘结粘合能量和沥青粘合剂和聚集体之间的粘合剂能量。使用表面自由能(SFE)理论计算这两个参数。此外,通过间接拉伸疲劳试验测量沥青混合物的疲劳寿命。结果表明,沥青混合物与石灰石聚集体,具有最常见的表面积和粘合幅度具有最高的疲劳寿命。此外,用沥青粘合剂制备的沥青混合物具有最高渗透性的疲劳寿命比其他混合物更大。增强的疲劳寿命归因于沥青薄膜中疲劳裂解的更大的凝聚力和更高的抗性。而且,这些混合物在沥青粘合剂和聚集体之间的接触表面上具有最高的粘附能量,这增加了将沥青粘合剂与聚集表面分离的能量以及粘合性破裂窘迫的发生。

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