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首页> 外文期刊>Asphalt paving technology >Influence of Asphalt Binder Oxidative Aging on Critical Thermal Cracking Characteristics of Asphalt Mixtures
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Influence of Asphalt Binder Oxidative Aging on Critical Thermal Cracking Characteristics of Asphalt Mixtures

机译:沥青结合料氧化老化对沥青混合料临界热裂解特性的影响

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摘要

The influence of oxidative aging of asphalt binders on the thermal cracking characteristics of asphalt mixtures was evaluated through analyses of thermo-volumetric (Coefficient of Thermal Contraction [CTCJ), thermo-viscoelastic (stiffness-temperature relationship), crack initiation and fracture, and damage characterization parameters. These properties were evaluated utilizing laboratory-prepared specimens aged for multiple durations in laboratory ovens. The thermo-viscoelastic characterization was founded upon the linear viscoelastic solution of thermally stressed mixture characterization determined though the Uniaxial Thermal Stress and Strain Test (UTSST). A critical aspect of the UTSST measurements was determined to be the crack initiation stress and temperature which was additionally supported by the Viscoelastic Continuum Damage (VECD) methodology. Validation of the evolution of the thermal cracking characteristics of the mixtures with aging was obtained through corresponding measurements of the core specimens from the nearly 20 year in-service WesTrack field sections.
机译:通过热体积(热收缩系数[CTCJ]),热粘弹性(刚度-温度关系),裂纹萌生和断裂以及损伤的分析,评估了沥青粘合剂的氧化老化对沥青混合物热裂解特性的影响。表征参数。利用实验室准备的样品在实验室烘箱中多次老化,评估这些性能。热粘弹性表征基于通过单轴热应力和应变测试(UTSST)确定的热应力混合物表征的线性粘弹性溶液。 UTSST测量的一个关键方面被确定为裂纹萌生应力和温度,粘弹性连续体损伤(VECD)方法进一步支持了裂纹萌生应力和温度。通过对来自将近20年服役的WesTrack现场部分的岩心标本进行相应的测量,可以验证混合物随着时间的推移而产生的热裂化特征。

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