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Three-Dimensional discrete-element modeling of aggregate homogeneity influence on indirect tensile strength of asphalt mixtures

机译:骨料均匀性对沥青混合料间接抗张强度影响的三维离散元建模

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摘要

This study aims to investigate the influence of aggregate homogeneity on the indirect tensile (IDT) strength of asphalt mixtures using imaging and discrete-element method. An aggregate homogeneity index, which was used to assess the aggregate homogeneity in asphalt mixtures, was briefly described, and the aggregate homogeneities of different asphalt specimens were assessed by the index. A micromechanical model for predicting the IDT strength was established by a discrete-element program called Particle Flow Code in Three Dimensions. On the basis of this model and by loading asphalt specimens along different directions, the influence of aggregate homogeneity on the IDT strength at low temperatures was simulated; the simulation results were verified by an actual IDT test. Results show that the IDT strength exhibits anisotropy. There is no obvious correlation between the aggregate homogeneity and the IDT strength. However, there is an obvious correlation between the aggregate homogeneity and the variation in the IDT strength.
机译:本研究旨在通过成像和离散元素方法研究骨料均匀性对沥青混合料间接拉伸强度的影响。简要介绍了用于评估沥青混合料中骨料均质性的骨料均质性指数,并通过该指数评估了不同沥青样品的骨料均质性。通过称为“三维中的粒子流代码”的离散元素程序,建立了预测IDT强度的微机械模型。在此模型的基础上,通过沿不同方向加载沥青试样,模拟了骨料均匀性对低温下IDT强度的影响。仿真结果通过实际的IDT测试进行了验证。结果表明,IDT强度表现出各向异性。聚集均匀性与IDT强度之间没有明显的相关性。但是,聚集均匀性与IDT强度变化之间存在明显的相关性。

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