Multiple Stress Creep Recovery of High-Polymer Modified Binders: Consideration of Temperature and Stress Sensitivity for Quality Assurance/Quality Control Policy Development

Mohamad Yaman Fares, Stefano Marini, Michele Lanotte
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Abstract

High polymer-modified binders (HiPMBs) have recently been introduced in the Gulf region, where pavement structures are commonly subjected to severe climate conditions and heavy traffic loads because there is no enforcement of weight limits. Local agencies are currently modifying quality assurance/quality control (QA/QC) policies to accommodate such technology. In this study, HiPMBs produced by different refineries were subjected to physicochemical and thermal characterizations to investigate the compositional variability of industrial HiPMBs. Their thermal and stress susceptivity was then assessed through multiple stress creep recovery (MSCR) tests. The validation of the MSCR-based hierarchy was performed by assessing nine hot mix asphalts (HMAs) through repeated load permanent deformation tests and performing mechanistic-based structural analysis. Results showed that styrene-butadiene-styrene (SBS) is not the only modifier added to the bitumen, as commonly done in laboratory settings. These undisclosed modifiers disrupt the correlation between MSCR results and SBS concentration typically observed in laboratory-prepared HiPMBs, highlighting the importance of investigating plant-produced binders. Moreover, higher temperatures and stress levels returned different MSCR performance hierarchies among binders, questioning the effectiveness of the current MSCR test protocol for HiPMBs. Additionally, findings confirmed that the current MSCR testing protocol does not correctly assess the bitumen response in HMAs. A higher MSCR stress level shall be prescribed in the local QA/QC specifications to ensure the correct selection of HiPMBs in the region. This study can be used as a framework for other countries actively engaged in the implementation of HiPMBs and novel bituminous materials.
高聚物改性粘结剂的多应力蠕变恢复:考虑温度和应力敏感性以制定质量保证/质量控制政策
海湾地区最近引进了高聚物改性粘结剂(HiPMB),由于没有强制执行重量限制,该地区的路面结构通常要承受恶劣的气候条件和沉重的交通负荷。当地机构目前正在修改质量保证/质量控制(QA/QC)政策,以适应这种技术。在本研究中,对不同炼油厂生产的 HiPMB 进行了物理化学和热学表征,以研究工业 HiPMB 的成分变异性。然后通过多应力蠕变恢复(MSCR)测试评估了它们的热敏性和应力敏感性。通过重复加载永久变形试验评估了九种热拌沥青(HMA),并进行了基于机理的结构分析,从而验证了基于 MSCR 的层次结构。结果表明,苯乙烯-丁二烯-苯乙烯(SBS)并不是添加到沥青中的唯一改性剂,这在实验室环境中很常见。这些未公开的改性剂破坏了实验室制备的 HiPMB 中通常观察到的 MSCR 结果与 SBS 浓度之间的相关性,突出了研究工厂生产的粘结剂的重要性。此外,温度和应力水平越高,粘结剂的 MSCR 性能等级越不同,这就对当前高粘度聚合材料 MSCR 测试协议的有效性提出了质疑。此外,研究结果还证实,目前的 MSCR 测试方案无法正确评估 HMA 中的沥青反应。当地的质量保证/质量控制规范应规定更高的 MSCR 应力水平,以确保在该地区正确选择高密度聚乙烯沥青混合料。这项研究可作为其他国家积极实施高密度聚乙烯沥青混合料和新型沥青材料的框架。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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