Abstract

This review addresses the effects of the modifications with nanomaterials, particularly nanosilica, nanoclays, and nanoiron, on the mechanical performance and aging resistance of asphalt mixtures. The desire for high-performance and long-lasting asphalt pavements significantly pushed the modification of the conventional paving asphalt binders. To cope with such demand, the use of nanomaterials for the asphalt binder modification seems promising, as with a small amount of modification an important enhancement of the asphalt mixture mechanical performance can be attained. Several studies already evaluated the effects of the modifications with nanomaterials, mostly focusing on the asphalt binder properties and rheology, and the positive findings encouraged the study of modified asphalt mixtures. This review focuses on the effects attained in the mechanical properties of the asphalt mixtures, under fresh and aged conditions. Generally, the effects of each nanomaterial were evaluated with the current state-of-art tests for the characterization of mechanical performance of asphalt mixtures, such as, permanent deformation, stiffness modulus, fatigue resistance, indirect tensile strength, and Marshall stability. Aging indicators, as the aging sensitivity, were used to evaluate the effects in the asphalt mixture’s aging resistance. Finally, to present a better insight into the economic feasibility of the analyzed nanomaterials, a simple cost analysis is performed.

Highlights

  • The asphalt binder, i.e., the bitumen, is a material widely used for road construction worldwide.Generally, the bitumen is obtained from refining crude oil and its final properties are dependent on crude oil origin and refining processes

  • optimum binder content (OBC) proportional calculated using the Marshal methodology, and the results showed a decrease in proportional to calculated using the Marshal methodology, and the results showed a decrease in proportional to the increase in nanosilica dosage

  • This review addressed the effects of the modifications with nanomaterials: Nanosilica, nanoclay, and nanoiron, on the mechanical properties of the asphalt mixtures

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Summary

Introduction

The asphalt binder, i.e., the bitumen, is a material widely used for road construction worldwide.Generally, the bitumen is obtained from refining crude oil and its final properties are dependent on crude oil origin and refining processes. Bitumen can be described as a thermoplastic, viscous-elastic material that behaves as a solid at low/intermediate temperatures (under 25 ◦ C) and as a semi-solid/liquid at higher temperatures (typically above 60 ◦ C) [1,2]. This property allows its use in road construction, where firstly, the bitumen is heated to properly mix with the aggregates and, after the compaction process and cooling to ambient temperature, the bitumen will act as the binder of the aggregates. The bitumen temperature sensitivity causes several problems for the asphalt pavement in service. The permanent deformation and cracking mechanics are highly related to high and low service temperatures, respectively

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