为有效配制聚合物改性沥青而全面选择基层沥青胶结料

Y. Kumbargeri, J. Planche, Jeramie J. Adams, Joseph Rovani, Michael D. Elwardany
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引用次数: 0

摘要

众所周知,聚合物改性沥青(PMA)可改善路面的车辙、开裂和耐久性,尤其是具有更好的抗老化性。尽管沥青行业对 PMA 的整体特性、优点和性能已相当了解,并对此津津乐道,但如何选择一种良好的基质粘结剂以实现有效的苯乙烯-丁二烯-苯乙烯兼容性和更高的性能,这一关键问题在很大程度上仍未得到探索,而且一般都是基于试验和错误的方法。本研究的主要目的是对基础粘结剂(纯净/未改性)和相应的 PMA 粘合剂进行深入的物理、化学、流变学和微观结构表征,以了解和量化其组成的重要方面,从而有助于开发坚固耐用且性能更佳的 PMA。实验基质包括三种来源不同但性能等级(PG)相似的 SuperpaveTM 沥青基质和三种相应的 PMA。对这些粘结剂进行了全面的表征工作,包括 PG 分级、黑空间分析、G* 主曲线、ΔTc 测定、饱和物、芳烃、树脂和沥青质馏分测定、差示扫描量热法、尺寸排阻色谱法、傅立叶变换红外线和显微镜。这项研究的主要成果是就有助于配制有效 PMA 的基质粘合剂的优选特性以及在解释数据和/或分析方法方面的某些 "注意事项 "提出一套指导原则和建议。预计本研究成果将成为配制性能良好的 PMA 的重要工具,对沥青和添加剂供应商以及采购、处理和使用 PMA 用于一般路面应用的承包商、机构或两者都有用。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Comprehensive Selection of Base Asphalt Binders for Effective Formulation of Polymer-Modified Asphalts
Polymer-modified asphalts (PMAs) are known to improve the rutting, cracking, and durability of pavements, especially creating better resistance to aging susceptibility. Although the properties, benefits, and performance of PMAs overall are fairly well known and talked about in the asphalt industry, the key aspect of selecting a good base binder for effective styrene–butadiene–styrene compatibility and enhanced performance still remains largely unexplored, and is generally based on trial-and-error methodologies. The main objective of this study was to perform in-depth physical, chemical, rheological, and microstructure characterization of base (neat/unmodified) and corresponding PMA binders to understand and quantify important aspects of their composition that would contribute to developing robust and better-performing PMAs. The experimental matrix included three base asphalt binders from different sources but similar SuperpaveTM performance grades (PG) and three corresponding PMAs. A comprehensive characterization effort was carried out on these binders that included PG grading, Black Space analysis, G* master curves, determination of ΔTc, determination of saturates, aromatics, resins, and asphaltenes fractions, differential scanning calorimetry, size-exclusion chromatography, Fourier transform infrared, and microscopy. The key outcome of this study is a set of guidelines and recommendations for preferable characteristics of base binders that contribute to formulating effective PMAs and certain “dos and don’ts” with respect to the interpretation of data and/or the analysis approach. It is expected that the outcome of this study will become an important tool for formulating well-performing PMAs that will be useful to asphalt and additive suppliers as well as contractors, agencies, or both, that procure, handle, and use PMAs for pavement applications in general.
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