Phase Stability Evaluation of Highly Modified Asphalt with High Vinyl Content Copolymer

IF 0.8 4区 材料科学 Q4 MATERIALS SCIENCE, CHARACTERIZATION & TESTING
Alexandre Luiz Manfro, João Victor Staub de Melo, B. Barra
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Abstract

This study evaluated whether use of a high-vinyl styrene-butadiene-styrene (SBS) copolymer can provide adequate phase stability to highly modified asphalt (HiMA). An asphalt binder was modified with 7.5 % high-vinyl SBS to produce HiMA. A conventional polymer-modified asphalt was produced with 4 % SBS without vinyl and, together with the base asphalt, considered as reference samples. In the first phase, samples were analyzed considering unaged and short-term aged conditions. The experimental procedure analyzed binder morphology using fluorescence microscopy and determined chemical functional groups through Fourier transform infrared spectroscopy (FTIR). Rheological behavior at intermediate temperatures was evaluated concerning dynamic shear modulus, phase angle, and linear amplitude sweep (LAS) tests at 20°C. High-temperature properties, including apparent viscosity, performance grade, aging index, and multiple stress creep and recovery (MSCR) test, were also assessed. In the second phase, unaged asphalt binders were subjected to storage stability test, and the top and bottom sections were evaluated through fluorescence microscopy, FTIR, LAS, and MSCR tests. The samples with 7.5 % high vinyl SBS exhibited enhanced fatigue tolerance in the LAS test compared to base asphalt (14.35 times higher at 15 % shear strain) and samples with 4 % SBS without vinyl (6.62 times higher at 15 % shear strain). Additionally, it displayed superior resistance to deformation accumulation at high temperatures (ε10 parameter from MSCR) compared to base asphalt (99.65 % smaller at 64°C) and samples with 4 % SBS without vinyl (93.05 % smaller at 64°C). However, the storage stability of the asphalt samples with 7.5 % high vinyl SBS was compromised due to phase separation, severely impacting the rheological performance at intermediate and high temperatures. It was concluded that the incorporation of high levels positively impacts mechanical/rheological performance, but the molecular characteristics of the high vinyl SBS are not capable of providing adequate storage stability at a content of 7.5 %.
高乙烯基含量共聚物高度改性沥青的相稳定性评估
本研究评估了使用高乙烯基苯乙烯-丁二烯-苯乙烯(SBS)共聚物能否为高改性沥青(HiMA)提供足够的相稳定性。用 7.5% 的高乙烯基 SBS 改性沥青粘结剂生产 HiMA。使用 4% 的 SBS(不含乙烯基)生产传统聚合物改性沥青,并将其与基质沥青一起作为参考样品。在第一阶段,对未老化和短期老化条件下的样品进行了分析。实验过程中使用荧光显微镜分析了粘结剂的形态,并通过傅立叶变换红外光谱(FTIR)确定了化学官能团。在 20°C 时,通过动态剪切模量、相位角和线性振幅扫描(LAS)测试评估了中间温度下的流变行为。此外,还评估了高温特性,包括表观粘度、性能等级、老化指数以及多应力蠕变和恢复(MSCR)试验。在第二阶段,对未老化的沥青胶结料进行了储存稳定性测试,并通过荧光显微镜、傅立叶变换红外光谱、LAS 和 MSCR 测试对顶部和底部切片进行了评估。与基质沥青相比,含 7.5% 高乙烯基 SBS 的样品在 LAS 试验中表现出更强的耐疲劳性(在剪切应变为 15% 时为基质沥青的 14.35 倍),而含 4% 不含乙烯基 SBS 的样品在剪切应变为 15% 时为基质沥青的 6.62 倍。此外,与基质沥青(64°C 时变形量减少 99.65%)和不含乙烯基的 4%BS 样品(64°C 时变形量减少 93.05%)相比,该沥青在高温(MSCR ε10 参数)条件下抗变形累积能力更强。然而,含有 7.5 % 高乙烯基 SBS 的沥青样品的储存稳定性因相分离而受到影响,严重影响了中温和高温下的流变性能。由此得出的结论是,高含量对机械/流变性能有积极影响,但高乙烯基 SBS 的分子特性无法在 7.5% 的含量下提供足够的储存稳定性。
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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来源期刊
Journal of Testing and Evaluation
Journal of Testing and Evaluation 工程技术-材料科学:表征与测试
CiteScore
2.30
自引率
8.30%
发文量
221
审稿时长
6.7 months
期刊介绍: This journal is published in six issues per year. Some issues, in whole or in part, may be Special Issues focused on a topic of interest to our readers. This flagship ASTM journal is a multi-disciplinary forum for the applied sciences and engineering. Published bimonthly, the Journal of Testing and Evaluation presents new technical information, derived from field and laboratory testing, on the performance, quantitative characterization, and evaluation of materials. Papers present new methods and data along with critical evaluations; report users'' experience with test methods and results of interlaboratory testing and analysis; and stimulate new ideas in the fields of testing and evaluation. Major topic areas are fatigue and fracture, mechanical testing, and fire testing. Also publishes review articles, technical notes, research briefs and commentary.
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