探索无胺抗剥落剂在改善沥青特性方面的功效

Z. Al-Saffar, Heja Ghazi Mohamed Hasan, Salam Ridha Oleiwi Aletba
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摘要

这项研究探讨了公路沥青路面早期水损坏所带来的重大挑战,这是影响路面使用性能的一个关键问题。为了应对这一问题,研究人员探索了在沥青中使用抗剥落剂这一高效的技术干预措施。在这项研究中,采用了一种精心挑选的不含胺的添加剂来改性沥青粘结剂。我们进行了一系列全面的物理和流变学测试,包括储存稳定性、渗透性、软化点、延展性、弹性恢复、轧制薄膜烘箱、保留渗透性、残留物延展性和旋转粘度计评估,以检查抗剥落剂对沥青胶结料的多方面影响。此外,我们还通过马歇尔稳定性测试评估了沥青混合料对水分的敏感性,这些测试分别在调理 40 分钟和 24 小时后进行,然后是强化浸泡测试和水分敏感性测量。结果表明,影响沥青胶结料行为的化学和物理机制之间存在着微妙的相互作用。值得注意的是,掺入浓度为 0.25%-0.5%(按沥青胶结料重量计)的抗剥落剂后,拉伸强度比(TSR)大幅提高至 94.9%,与原始沥青混合料的 80.6%相比,有了显著提高。此外,留存稳定性指数(RSI)也显著提高到 98.1%,超过了原始沥青的 87.6%。这项研究不仅为沥青粘结剂性能的复杂动态提供了重要见解,还强调了抗剥落剂在增强沥青路面结构完整性和韧性方面的关键作用。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Exploring the Efficacy of Amine-Free Anti-Stripping Agent in Improving Asphalt Characteristics
This research addresses the significant challenge posed by early water damage in highway asphalt pavement, a critical concern affecting pavement service performance. To counteract this issue, the utilization of anti-stripping agents in asphalt is explored as a highly effective technical intervention. In this investigation, a carefully selected amine-free additive was employed to modify the asphalt binder. A comprehensive array of physical and rheological tests, covering aspects such as storage stability, penetration, softening point, ductility, elastic recovery, rolling thin-film oven, retained penetration, the ductility of residue, and rotational viscometer assessments, were conducted to examine the multifaceted impact of the anti-stripping agent on the asphalt binder. Additionally, we assessed the asphalt mixture’s sensitivity to moisture through Marshall stability tests after conditioning for 40 min and 24 h, followed by an enhanced immersion test and moisture susceptibility measurement. The results reveal a nuanced interplay of chemical and physical mechanisms influencing the behavior of the asphalt binder. Notably, the incorporation of an anti-stripping agent at a concentration of 0.25–0.5% (by weight of asphalt binder) led to a substantial improvement in the tensile strength ratio (TSR) to 94.9%, a noteworthy enhancement compared to the 80.6% observed with virgin asphalt mixture. Furthermore, the retained stability index (RSI) exhibited a remarkable increase to 98.1%, surpassing the 87.6% recorded for virgin asphalt. This study not only provides crucial insights into the intricate dynamics of asphalt binder performance but also emphasizes the pivotal role of anti-stripping agents in augmenting the structural integrity and resilience of asphalt pavement.
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