关于提高沥青路面物理和机械性能的研究,其中包括低密度废塑料袋

Etienne Malbila, Ertha Z.G. Awandza, Yasmine Binta Traore, Justin Kinda, Sié Kam
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摘要

这项研究的目的是将沥青混凝土与废塑料袋(WPB)结合起来,配制出一种新的路面复合材料。研究重点是通过添加不同比例的废塑料袋来提高复合材料的物理和机械性能。废塑料袋的制备方法很简单,只需清洗并在 300 °C 下熔化即可。然后,在 170 °C 下将熔化的可湿性粉末袋与沥青混合 2 至 3 分钟。得到的混合物含有不同重量百分比的可湿性粉末,如 0wt%、5wt%、10wt%、15wt% 和 20wt%。均化后的混合物进行了渗透和软化点测试。此外,还对 0/14 骨料进行了马歇尔稳定性试验,以及沥青混凝土(AC)流动性试验、杜里兹稳定性报告和 AC 韧性试验。此外,还对沥青混凝土的含水量进行了检测。结果表明,随着 WPB 含量的增加,渗透值呈现出一致的线性下降趋势。掺入可湿性粉剂后,沥青的软化点平均提高了 22.64%。增加 WPB 的含量可使马歇尔稳定性平均提高 72.07%,同时 AC 流量降低 29.47%。此外,在 WPB 含量为 10wt% 的情况下,矿物集料中的最佳空隙(VIM)值为 2.07%。Duriez 试验表明,沥青混凝土的稳定性平均提高了 15.18%。沥青混凝土(AC)的韧性增加了,同时 AC 的含水量也增加了。总之,掺入熔融可湿性沥青有效地改善了沥青的物理和机械性能,为道路铺装应用展示了广阔的前景。研究表明,聚合物改性沥青的最佳 WPB 添加量为 5wt% 至 10wt%。这种创新方法具有潜在的意义,尤其是在废塑料袋供应充足的不发达国家。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Investigation to enhanced Physical and Mechanical Properties of Road Pavement in Asphalt Incorporating Low-Density Waste Plastic Bags
The aim of the study is to formulate a new composite material for road pavement by combining asphalt concrete with waste plastic bags (WPB). The study focused on enhancing the physical and mechanical properties of the composite materials by adding varying proportion of WPB. WPB is prepared simply by cleaning and melting them at 300 °C. Then, the melted WPB is mixed with asphalt at 170 °C for 2 to 3 minutes. The resulting mixtures contained different content of WPB by weight such as 0wt%, 5wt%, 10wt%,15wt% and 20wt%. The homogenized mixtures underwent penetration and softening point tests. Additionally, Marshall stability tests were conducted with 0/14 aggregates, along with asphalt concrete (AC) flow tests, Duriez stability reports, and AC compacity tests. The water content of AC was also examined. The results show that as the content of WPB increased, penetration values exhibited a consistent linear decrease. The incorporation of WPB resulted in an average increase of 22.64% in the softening point of asphalt. Increasing the content of WPB led to an average 72.07% rise in Marshall stability, accompanied by a concurrent 29.47% decrease in AC flow. In addition, at 10wt% WPB incorporation, there was an optimal Voids in Mineral Aggregates (VIM) value of 2.07%. The Duriez test revealed an average increase of 15.18% in the stability of asphalt concrete. The compacity of asphalt concrete (AC) experienced an increase, and concurrently, the AC water content also increased. Conclusively, the incorporation of melted WPB effectively improved the physical and mechanical properties of asphalt, showcasing promising prospects for road pavement applications. The study suggests that the polymer-modified asphalt is achieved with WPB loading optimal ranging from 5wt% to 10wt%. This innovative approach holds potential significance, especially in underdeveloped countries where there is an abundant supply of waste plastic bags.
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