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The performance of hot-recycling asphalt binder containing crumb rubber modified asphalt based on physiochemical and rheological measurements

机译:基于理化和流变学测量的含胶粒改性沥青的热循环沥青胶结剂性能

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The stabilized crumb rubber modified asphalt is gaining attention from the researchers because of its excellent road performance and the environmental-friendly characteristic. Traditionally, the high temperature performance of the hot-recycling asphalt binder was improved by adding low-viscosity recycling agent. In this paper, the stabilized crumb rubber modified asphalt was studied to investigate its improvement on physiochemical and rheological properties of the hot-recycling asphalt binder, especially high-temperature performance compared with traditional low-viscosity recycling agent. Three types of asphalt with different ingredients were investigated in this paper: (1) asphalt binder contains aged asphalt and crumb rubber modified asphalt: (2) asphalt binder contains aged asphalt and recycling agents: (3) asphalt binder contains aged asphalt, crumb rubber modified asphalt and recycling agents. The matrix asphalt, aged asphalt and stabilized crumb rubber modified asphalt was set as the control group. The physiochemical properties were evaluated by Fourier Transform Infrared Spectroscopy (FTIR), Gel Permeation Chromatography (GPC) and Atomic Force Microscopy (AFM). Moreover, the rheology experiments such as Dynamic Shear Rheometer (DSR) and Bending Beam Rheometer (BBR) were carried out to assess the practical performance of the three types of asphalt binder. In conclusion, it could be found that the mixing condition of different ingredient in the asphalt binder was mainly caused by physical mixing. Asphalt binder contains crumb rubber modified asphalt and aged asphalt was recommended considering the high and low-temperature performance. The optimal proportion was: 50% crumb rubber modified asphalt and 50% aged asphalt considering the economic benefits and rheological behaviors. In the extremely low-temperature environment, the high and low performance of crumb rubber modified asphalt and recycling agents in hot-recycling field still needs more investigation. (C) 2019 Elsevier Ltd. All rights reserved.
机译:稳定的碎屑橡胶改性沥青因其出色的路用性能和环保特性而受到研究人员的关注。传统上,通过添加低粘度循环剂可提高热循环沥青粘合剂的高温性能。本文研究了稳定的粒状橡胶改性沥青,以研究其对热循环沥青粘合剂的理化和流变性能的改善,特别是与传统的低粘度循环剂相比的高温性能。本文研究了三种具有不同成分的沥青:(1)沥青粘合剂包含老化的沥青和碎橡胶改性沥青:(2)沥青粘合剂包含老化的沥青和回收剂:(3)沥青粘合剂包含老化的沥青和碎橡胶改性沥青和回收剂。对照组为基体沥青,老化沥青和稳定胶粉改性沥青。通过傅立叶变换红外光谱(FTIR),凝胶渗透色谱(GPC)和原子力显微镜(AFM)评估理化性质。此外,还进行了流变学实验,如动态剪切流变仪(DSR)和弯曲梁流变仪(BBR),以评估这三种沥青粘合剂的实际性能。综上所述,可以发现沥青混合料中不同成分的混合条件主要是物理混合引起的。沥青粘合剂包含碎橡胶改性沥青,考虑到高低温性能,建议使用老化沥青。考虑到经济效益和流变性能,最佳比例为:50%的碎橡胶改性沥青和50%的老化沥青。在极端低温的环境中,胶粉改性沥青和再生剂在热再生领域中的高低性能仍然需要更多的研究。 (C)2019 Elsevier Ltd.保留所有权利。

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