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Predictive Relationships for HMA Fracture Properties Based on Mixture Component Characteristics

机译:基于混合组分特征的HMA骨折性能预测关系

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This study was mainly focused on identifying appropriate relationships between asphalt mixture component characteristics and asphalt mixture properties known to control cracking performance. The current lack of material property models that can accurately describe the changes in material properties over time in the field is probably the greatest deficiency in our ability to accurately predict pavement performance. Therefore, there is a need to evaluate existing material property models and develop improved models for use in the prediction of pavement performance. Relationships able to predict initial fracture energy and creep rate, which are the properties known to govern the change in material property over time and are also required for performance model predictions, were developed in this study. In addition, conceptual relationships were identified to describe changes in these properties over time (aging) by including the effect of the non-healable permanent damage related to load and moisture. This can serve as the foundation for further development of improved models to predict mixture properties as a function of age in the field based on additional field data and laboratory studies using more advanced laboratory conditioning procedures. The verified relationships will also serve to provide reliable inputs for prediction of service life using pavement performance prediction models.
机译:本研究主要集中在鉴定沥青混合混合物组分和沥青混合物特性之间已知的适当的关系,该方法可用于控制裂化性能。目前,可以准确地描述现场最随时间的材料特性变化的材料特性模型可能是我们准确预测路面性能的最大缺陷。因此,需要评估现有的材料性能模型,并开发改进的模型,以便在路面性能预测中使用。能够预测初始断裂能量和蠕变率的关系,这是已知的用于在这项研究中开发了在随着时间的推移和性能模型预测所需的性质性能变化的性质。此外,通过包括与负载和水分有关的不可愈合的永久性损害的影响,鉴定了概念性关系以描述这些性质的变化(老化)。这可以作为进一步发展改进模型的基础,以通过使用更先进的实验室调理程序的额外场数据和实验室研究来预测现场年龄的混合性能。经过验证的关系还将提供可靠的输入,用于使用路面性能预测模型预测使用寿命。

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