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Development of differential scheme micromechanics modeling framework for predictions of hot-mix asphalt (HMA) complex modulus and experimental validations

机译:开发差分方案微观力学建模框架,用于预测热拌沥青(Hma)复杂模量和实验验证

摘要

The viscoelastic modulus of hot-mix asphalt (HMA) such as the complex modulus, E*, is an essential material parameter for better paving mixture design and asphalt pavement design. Under certain circumstances, it is desirable that a reasonable modulus value of certain HMA mixtures be estimated for this purpose. Empirical and semi empirical models have been proposed and used. However, these non-fundamental approaches have significant drawbacks, particularly with application of the model for materials that vary from those used in the calibration of the model, and their reliance on large calibration data sets, which led to introducing some fuzzy factors in their predictions. In order to overcome the limitations of an empirical approach, a fundamental micromechanics modeling framework based on the differential scheme effective medium theory has been developed and introduced herein. To verify and validate the prediction accuracy and applicability, a series of various asphalt-aggregate mixtures starting from the homogeneous asphalt binder phase up to a very highly packed composite of dense HMA mixtures were produced in the lab by progressively increasing the aggregate volume concentration in the composite from 0 to nearly 0.9. These various mixtures were tested in the Hollow Cylinder Tensile Tester (HCT) to obtain the extensional complex modulus (E*) at three low temperatures within -25 to 5 oC range and at various loading frequencies from 10 Hz to 0.01 Hz. Comparisons between the model predicted E* and the experimental E* showed good agreement with reasonable accuracies. Remaining challenges for the practical implementation of the proposed model such as the applicability at intermediate to high temperature materials property prediction and particle orientation effects were discussed based on the analysis and additional model predictions for an independent experimental data set.
机译:热混合沥青(HMA)的粘弹性模量,例如复数模量E *,是更好的摊铺混合物设计和沥青路面设计的重要材料参数。在某些情况下,为此目的,需要估计某些HMA混合物的合理模量值。已经提出并使用了经验和半经验模型。但是,这些非基本方法具有明显的缺点,特别是在将模型应用于不同于模型校准中所用材料的材料,以及它们依赖大型校准数据集的情况下,这导致在其预测中引入一些模糊因素。为了克服经验方法的局限性,在此已经开发并引入了基于差分方案有效介质理论的基本微力学建模框架。为了验证和验证预测的准确性和适用性,在实验室中,通过逐渐增加混合料中的总体积浓度,生产了一系列从均质沥青结合料阶段到非常高填充的致密HMA混合物的各种沥青-骨料混合物。从0到接近0.9的复合。这些不同的混合物在空心圆柱体拉伸测试仪(HCT)中进行了测试,以在-25至5 oC范围内的三个低温条件下以及从10 Hz至0.01 Hz的各种加载频率下获得拉伸复数模量(E *)。模型预测的E *与实验的E *之间的比较显示出合理的准确性,具有很好的一致性。基于对独立实验数据集的分析和其他模型预测,讨论了所提出模型的实际实施尚面临的挑战,例如在中高温材料特性预测中的适用性和颗粒取向效应。

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  • 作者

    Kim Minkyum;

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  • 年度 2009
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  • 原文格式 PDF
  • 正文语种 {"code":"en","name":"English","id":9}
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