PPA和Elvaloy®改性沥青结合料和混合物上的车辙:实验室方面和流变建模

Matheus David Inocente Domingos, A. Faxina, Liedi Légi Bariani Bernucci
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引用次数: 0

摘要

对于仅用聚磷酸(AC+PPA)改性的沥青粘结剂/水泥的实际车辙性能缺乏正确的认识。因此,本研究旨在评估AC+PPA在典型的巴西高温路面下的抗车辙性能。由于有希望的发现,另一种含有Elvaloy®和PPA的配方(AC+Elvaloy+PPA)也被研究。标准化的多重应力蠕变和恢复试验在64和70°C下进行,而流动数(FN)是在密集分级混合物样品和60°C下确定的。AC+PPA (PG 76-22)和AC+Elvaloy+PPA (PG 76-22)是基于PG 64-22的原始粘合剂。AC+Elvaloy+PPA可以在两个尺度上处理更大的流量水平,因为不可恢复的合规性低于1.0 kPa-1, FN超过7,000 cycles。相反,AC+PPA没有表现出相同的行为模式,因为FN仅比原始粘合剂高17%。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Rutting on asphalt binders and mixtures modified with PPA and Elvaloy®: laboratory aspects and rheological modeling
There has been a lack of proper understanding about the actual rutting performance of asphalt binders/cements modified only with polyphosphoric acid (AC+PPA). Accordingly, this study aimed at evaluating the rutting resistance of the AC+PPA at typical Brazilian high pavement temperatures. Due to promising findings, another formulation with Elvaloy® and PPA (AC+Elvaloy+PPA) was also investigated. Standardized multiple stress creep and recovery tests were performed at 64 and 70°C, whereas the flow number (FN) was determined on dense-graded mixture samples and at 60°C. The AC+PPA (PG 76-22) and the AC+Elvaloy+PPA (PG 76-22) were based on a PG 64-22 original binder. The AC+Elvaloy+PPA could deal with heavier traffic levels and at both scales, as the nonrecoverable compliances were lower than 1.0 kPa-1 and FN exceeded 7,000 cycles. Conversely, the AC+PPA did not show the same pattern of behavior because FN was only 17% higher than the one of the original binder.
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