2018
DOI: 10.3390/app8122651
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Carbon Nanotubes (CNTs) in Asphalt Binder: Homogeneous Dispersion and Performance Enhancement

Abstract: Conventional binders cannot meet the current performance requirements of asphaltic pavements due to increase in traffic volumes and loads. Nanomaterials, due to their exceptional mechanical properties, are gaining popularity as bitumen modifiers to enhance the performance properties of the asphaltic concrete. Carbon Nanotubes (CNTs) are one of the most widely used nanomaterials because of their strength properties, light weight, small size, and large surface area. CNT addition results in improved substrate cha… Show more

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Cited by 37 publications
(14 citation statements)
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“…Some authors also applied sonication during the stirring time. The description of the solvent blending configurations can be found in the respective studies [65][66][67].…”
Section: Modification Of the Asphalt Binder With Nanomaterialsmentioning
confidence: 99%
“…Some authors also applied sonication during the stirring time. The description of the solvent blending configurations can be found in the respective studies [65][66][67].…”
Section: Modification Of the Asphalt Binder With Nanomaterialsmentioning
confidence: 99%
“…For one thing, agglomeration of CNTs in 3% CNTs-MA reduced the modification effect. For another, because of the large specific surface area of CNTs, the great surface energy resulted in strong interfacial interaction between CNTs and asphalt, which made the consistency of binder become harder [ 52 , 53 ]. When CNTs content increased to 4% and 5%, compared with agglomeration, the interfacial interaction played a more influential role in the modification effect on penetration.…”
Section: Resultsmentioning
confidence: 99%
“…As illustrated in Figure 13 , incorporating Gr or CNTs dramatically reduced the 15 °C ductility of binder by 71.8 or 78.7%, respectively. This was mainly because hardening consistency accelerated the fracture process of asphalt binders when it countered tensile stress [ 52 ]. The fact that the relationship between ductility values of Gr-MA and CNTs-MA at the same dosage was completely on the contrary of their 15 °C penetration degree also certified the influence of consistency on ductility.…”
Section: Resultsmentioning
confidence: 99%
“…According to the results, the maximum resistance to a permanent deformation can be achieved at 55 • C by adding 4% of GNPs. Due to the high surface area of the GNPs, they are reactive and form a strong bond with bitumen, imparting strength [25]. The GNPs may also act as filler, increasing the structural asphalt and significantly reducing the temperature susceptibility of asphalt [26].…”
Section: Rutting Resistancementioning
confidence: 99%