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Modification of Dynamic Modulus Predictive Models for Asphalt Mixtures Containing Recycled Asphalt Shingles

机译:含再生沥青瓦的沥青混合料动态模量预测模型的修正

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摘要

Recycled asphalt shingles (RAS) have been used in road pavement construction for a number of years primarily on low volume roads. The use of RAS represents economic and environmental opportunities as it provides as good or better performance when processed and proportioned appropriately than commonly used asphalt mixtures. The primary components of RAS are asphalt, mineral filler, mineral granules, and felt. The effect of RAS fibers on an asphalt mixture\u27s dynamic modulus, which is a key input in the Mechanistic-Empirical Pavement Design Guide (MEPDG) and one of the critical properties of asphalt mixtures affecting flexible pavement responses that are related to its performance, are still uncertain.The National Pooled Fund Study #1208 conducted a series of researches to investigate various issues related to RAS utilization. Thirteen mix designs with RAS contents ranging from zero to six percent were developed and constructed in Indiana, Iowa, Minnesota, and Missouri. Field produced mixtures were procured and sent to Iowa State University Asphalt Lab for laboratory dynamic modulus tests. The testing results are used to evaluate two commonly used dynamic modulus predictive models, the Witczak and Hirsch models. Two versions of Witczak models, which were developed in 1999 and 2006, are evaluated in this research. It was found that the Witczak models were not very effective in estimating the modulus values of RAS mixtures and thus modifications were made to the models to account for the effects of RAS. The study did determine out that the commonly used dosage of RAS in asphalt mixtures does not affect the prediction accuracy of the Hirsch model, however updates were made to improve the Witczak model\u27s accuracy.
机译:再生沥青瓦(RAS)已在主要用于小流量道路的道路路面施工中使用了很多年。 RAS的使用代表了经济和环境方面的机遇,因为与常规的沥青混合物相比,在经过适当加工和配比后,RAS可以提供​​更好或更好的性能。 RAS的主要成分是沥青,矿物填料,矿物颗粒和毛毡。 RAS纤维对沥青混合料动态模量的影响,这是《机械-经验式路面设计指南》(MEPDG)的一项重要内容,也是影响沥青混合料性能与柔性路面性能相关的关键特性之一,目前仍不确定。国家共同基金研究#1208进行了一系列研究,以调查与RAS利用相关的各种问题。在印第安纳州,爱荷华州,明尼苏达州和密苏里州开发并建造了13种RAS设计,其RAS含量为零至6%。采购现场生产的混合物,并送到爱荷华州立大学沥青实验室进行实验室动态模量测试。测试结果用于评估两个常用的动态模量预测模型,即Witczak和Hirsch模型。这项研究评估了1999年和2006年开发的Witczak模型的两个版本。发现Witczak模型在估计RAS混合物的模量值方面不是很有效,因此对模型进行了修改以考虑RAS的影响。该研究确实确定了沥青混合料中常用的RAS剂量不会影响Hirsch模型的预测准确性,但是进行了更新以提高Witczak模型的准确性。

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    Yu, Jianhua;

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  • 年度 2012
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