混合塑料废物是通往绿色道路的希望之路

M. El‐Shafie, Z. Abo-Shanab, M. Mohammedy, N. O. Shaker, U. Kandil
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摘要

摘要本研究以5%、10%、15%和20%重量的混合塑料粉作为沥青粘结剂的载荷。塑料废物主要由PE/EPDM (60% / 40% wt.%)的混合物组成。研究这些废弃物对沥青粘结剂性能的影响;研究了沥青粘结剂的物理性能,包括渗透、粘度和软化点。采用动态力学分析仪(DMA)研究了改性沥青粘结剂的力学特性。对改性沥青粘结剂和未改性沥青粘结剂进行了两种类型的扫胶试验,研究了温度和频率对粘结剂性能的影响。采用应力松弛模式对改性沥青粘结剂的弹性恢复进行了研究。此外,根据所得的损失模量和车辙因子(G*sinδ)估算了改性沥青试样的疲劳性能。研究发现,塑料废弃物的掺入对沥青粘结剂的性能有积极的促进作用。
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Mixed Plastic Wastes as a Promise Path to Green Roads
Abstract In this study, asphalt binder was loaded with 5%, 10%, 15% and 20%wt of grinded mixed waste of plastics. The plastic waste comprised mainly from a mixture of PE/EPDM (60/40 wt.%), . To study the effect of these wastes on asphalt binder performance; the physical properties of asphalt binder were studied including penetration, viscosity, and softening point. The mechanical characteristics of modified asphalt binder were studied using dynamic mechanical analyzer (DMA). Two types of sweep tests were conducted on virgin and modified asphalt binder to study the effects of temperature and frequency on binder performance. Elastic recovery of modified asphalt binder was also investigated using the stress relaxation mode in DMA. In addition, the fatigue properties of modified asphalt samples were estimated from the obtained data of loss modulus and rutting factor (G*sinδ). It is observed that mixed plastic waste positively enhances the performance of asphalt binder.
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