对巴西沥青路面设计新方法中永久变形分析的思考

Paloma Morais de Souza, Fernanda Ligia Dos Santos de Oliveira, Marcus Vinícius Paula de Lima, José Leomar Fernandes Júnior
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引用次数: 0

摘要

这项研究的动机来自于技术科学的进步,随着时间的推移,这增加了路面设计的理论基础,因为新的巴西路面设计方法(MeDiNa)提出使用来自单轴重复荷载试验的流数来验证沥青混合料的机械性能足以消除与沥青层永久变形相关的其他试验。本文是一篇文献综述,汇集了关于沥青混合料设计、大规模摊铺试验结果和路面设计方法演变的研究,涉及对沥青层永久变形的理解。所收集的信息表明,流量是评估沥青混合料永久变形行为的一个好参数(“这是必要的”),但为了更好地评估MeDiNa,有必要进行其他测试(“这还不够”),包括大规模和长期的评估测试。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Considerations On The Analysis Of Permanent Deformation In The New Brazilian Asphalt Pavement Design Method
The motivation for this study comes from the technical-scientific advance, which has increased the theoretical bases of the design of pavements over time and, mainly, because the new Brazilian pavement design method (MeDiNa) proposes the use of the Flow Number from uniaxial repeated load test to verify mechanical properties of the asphalt mixture as sufficient to eliminate other tests related to permanent deformation of the asphalt layer. This paper is a literature review with a collection of studies about the design of asphalt mixtures, results of large-scale paving tests, and the evolution of pavement design methods, regarding the understanding of permanent deformation in the asphalt layer. The information collected indicates that the Flow Number is a good (“it is necessary”) parameter for evaluating the behavior of an asphalt mixture regarding permanent deformation, but, for a better evaluation in MeDiNa, it is necessary to carry out other tests (“it is not sufficient”), including large-scale and long-term evaluation tests.
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