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Laboratory Evaluation on Performance of Fiber-Modified Asphalt Mixtures Containing High Percentage of RAP

机译:含有高百分比RAP的纤维改性沥青混合物性能的实验室评价

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摘要

In recent years, the significant demand for sustainable paving materials has led to a rapid increase in the utilization of reclaimed asphalt pavement (RAP) materials. When RAP is mixed with virgin asphalt concrete, particularly when its percentage is high, performance of the binder and asphalt concrete can be adversely affected. For this reason, different types of additives need to be identified and evaluated beforehand to mitigate the adverse effects. In this study, different types of fiber materials were identified and selected as binder/mixture additives, including lignin fiber (LF), polyester fiber (PF), and basalt fiber (BF). Various samples of fiber-modified binders and asphalt mixtures with different RAP contents (0%, 20%, and 40%) were prepared and were evaluated using two sets of laboratory testing: (i) dynamic shear rheometer (DSR) and bending beam rheometer (BBR) tests were performed to study the rheological properties of fiber-modified binders; (ii) the wheel tracking test, bending creep test, moisture susceptibility test, fatigue test, and self-healing fatigue test were conducted to characterize the laboratory properties of fiber-modified RAP mixtures. Test results for the modified binders show that the BF-modified binder has the greatest positive effect on the high-temperature performance of the asphalt binder, followed by PF- and LF-modified binders. However, the virgin asphalt shows the best low-temperature property than the fiber-modified asphalt binder. Test results for the whole RAP mixtures show that all fibers have a significant effect on the properties (including high- and low-temperature stability, moisture susceptibility, fatigue, and self-healing ability) of RAP mixtures. Among them, adding BF shows the greatest improvement in high-temperature stability, fatigue resistance, and self-healing ability of RAP mixtures. LF is found to significantly enhance low-temperature properties, and PF can greatly improve the resistance to moisture damage of RAP mixtures. For high percentage of RAP using on sites, adding multiple additives may further enhance its durability.
机译:近年来,对可持续铺路材料的显着需求导致了再生沥青路面(RAP)材料的利用率迅速增加。当RAP与维珍沥青混凝土混合时,特别是当其百分比高时,粘合剂和沥青混凝土的性能可能会受到不利影响。因此,需要预先识别和评估不同类型的添加剂,以减轻不利影响。在该研究中,鉴定出不同类型的纤维材料并选择作为粘合剂/混合物添加剂,包括木质素纤维(LF),聚酯纤维(PF)和玄武岩纤维(BF)。制备各种纤维改性粘合剂和沥青混合物的样品,并使用两组实验室检测评估:(i)动态剪切流变仪(DSR)和弯曲梁流变仪评估(BBR)进行测试以研究纤维改性粘合剂的流变性质; (ii)进行车轮跟踪试验,弯曲蠕变试验,湿度敏感性试验,疲劳试验和自我愈合疲劳试验,以表征纤维改性的RAP混合物的实验室性能。改性粘合剂的测试结果表明,BF改性粘合剂对沥青粘合剂的高温性能具有最大的阳性作用,其次是PF和LF改性粘合剂。然而,维珍沥青显示比纤维改性沥青粘合剂的最佳低温性能。整个RAP混合物的测试结果表明,所有纤维对RAP混合物的性质(包括高和低温稳定性,湿度敏感性,疲劳和自我愈合能力)具有显着影响。其中,添加BF显示出高温稳定性,疲劳性,抗疲劳性和自愈性RAP混合物的能力的最大改善。 LF被发现显着增强低温性能,PF可以大大提高RAP混合物的耐湿性损伤。对于在位点使用的高百分比RAP,添加多种添加剂可能进一步提高其耐用性。

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