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Selection of Optimum Nano-Modifier Content to Ensure Proper Performance of the Asphalt Binder

机译:选择最佳的纳米改性剂含量以确保沥青粘结剂的适当性能

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There is a growing need to improve the performance properties of asphalt binders in order to minimize the occurrence of failure mechanisms such as permanent deformation, fatigue, adhesiveness and moisture damage. Nano-structured materials have taken a scientific-industrial boom as asphalt modifiers due to their mechanical, thermal and electrical properties, among others. The chemistry of the nano-material, and thus their inherent physical properties, ends up in each one having specific effects on the asphalt and variable blending forms depending on their nature. This paper evaluates the effect of the incorporation of nano-silica into a PG64-22 binder at various contents from 0.5% to 6.0%. Morphological, rheological and thermal analysis techniques were used to quantify the effect of asphalt binder modification. Such techniques were Differential Scanning Calorimetry (DSC), thermogravimetric (TGA) analysis, as well as Fourier transform infrared spectroscopy (FTIR) and Atomic Force Microscopy (AFM). Selection of the optimum modifier content was mainly based on DSR asphalt fatigue and rutting tests and work of adhesion analysis.
机译:越来越需要改善沥青粘合剂的性能,以最大程度地减少破坏机理的发生,例如永久变形,疲劳,粘附性和湿气破坏。纳米结构材料由于其机械,热和电性能等优点,已在科学工业中成为沥青改性剂。纳米材料的化学性质以及其固有的物理特性最终会在每种材料中对沥青产生特定的影响,并取决于其性质而变化的混合形式。本文评估了以0.5%至6.0%的不同含量将纳米二氧化硅掺入PG64-22粘合剂中的效果。形态学,流变学和热分析技术用于量化沥青粘合剂改性的效果。这些技术是差示扫描量热法(DSC),热重分析(TGA)以及傅里叶变换红外光谱(FTIR)和原子力显微镜(AFM)。最佳改性剂含量的选择主要基于DSR沥青疲劳和车辙试验以及附着力分析工作。

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