Investigating the rheological properties and microstructural analysis of Nano-expanded Perlite modified asphalt binder

IF 6.5 2区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
Saeid Hesami , Mohammad Mahzari , Saeid Sobhi , Mohammad Ali Bay
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Abstract

The utilization of additives to improve the properties of asphalt binders has attracted considerable attention in recent years. This study aims to improve asphalt binder performance and damage resistance in asphalt pavements by incorporating Nano-Expanded Perlite (NEP) as a modifier. Asphalt binders were modified with varying percentages of NEP (0 %, 2 %, 4 %, and 6 %) and characterized using conventional and performance tests [i.e., rotational viscosity (RV), dynamic shear rheometer (DSR), bending beam rheometer (BBR)] to evaluate their rheological properties. Microstructural analyses, including X-ray diffraction (XRD), field emission scanning electron microscopy (FE-SEM), energy dispersive X-ray spectroscopy (EDS), and Fourier-transform infrared spectroscopy (FTIR), were also conducted. The findings revealed adding up to 6 % NEP increased the softening point, complex modulus (G*), and viscosity while decreasing penetration grade, phase angle (δ), and ductility of the modified asphalt binder. NEP improved the high-temperature performance grade by one grade and enhanced rutting resistance without adversely affecting the low-temperature cracking resistance. Furthermore, NEP-modified binder demonstrated good performance at intermediate and low temperatures despite increased binder stiffness. The microstructural analyses indicated uniform dispersion of NEP elements on the modified binder surface, and the Si element from the Perlite nanoparticles exhibited the highest proportion in the modified asphalt binder, acting as fillers within the binder matrix. Overall, these characteristics of Perlite enabled it to enhance the rheological properties and performance of the asphalt binder, acting as an effective modifier when incorporated into the binder and displaying favorable performance at various temperature conditions.
纳米膨胀珍珠岩改性沥青粘结剂的流变性能及微观结构分析
利用添加剂改善沥青粘结剂的性能是近年来备受关注的问题。采用纳米膨胀珍珠岩(NEP)作为改性剂,提高沥青路面粘结剂的性能和抗损伤性。用不同百分比的NEP(0 %,2 %,4 %和6 %)对沥青粘合剂进行改性,并使用常规和性能测试[即旋转粘度(RV),动态剪切流变仪(DSR),弯曲梁流变仪(BBR)]进行表征,以评估其流变特性。显微结构分析包括x射线衍射(XRD)、场发射扫描电镜(FE-SEM)、能量色散x射线能谱(EDS)和傅里叶变换红外光谱(FTIR)。结果表明,添加6 % NEP可提高改性沥青粘结剂的软化点、复合模量(G*)和粘度,同时降低渗透等级、相位角(δ)和延性。NEP将高温性能等级提高了一个等级,并在不影响低温抗裂性能的情况下增强了抗车辙性能。此外,nep改性的粘结剂在中低温条件下表现出良好的性能,尽管粘结剂的刚度有所提高。微观结构分析表明,NEP元素在改性沥青粘结剂表面均匀分散,而来自珍珠岩纳米颗粒的Si元素在改性沥青粘结剂中所占比例最高,在粘结剂基体中起填充作用。总的来说,珍珠岩的这些特性使其能够增强沥青粘结剂的流变特性和性能,当加入到粘结剂中时,它可以作为一种有效的改性剂,并在各种温度条件下表现出良好的性能。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
CiteScore
7.60
自引率
19.40%
发文量
842
审稿时长
63 days
期刊介绍: Case Studies in Construction Materials provides a forum for the rapid publication of short, structured Case Studies on construction materials. In addition, the journal also publishes related Short Communications, Full length research article and Comprehensive review papers (by invitation). The journal will provide an essential compendium of case studies for practicing engineers, designers, researchers and other practitioners who are interested in all aspects construction materials. The journal will publish new and novel case studies, but will also provide a forum for the publication of high quality descriptions of classic construction material problems and solutions.
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