2020
DOI: 10.1680/jemmr.18.00115
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Carbon Nanotubes and Their Use for Asphalt Binder Modification: A Review

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Cited by 15 publications
(9 citation statements)
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“…The base asphalt binder used in this study was 90#, and the performance parameters of the base asphalt are shown in Table 1. The CNT material was obtained from Nanocyl (Belgium) with a density of 0.1 g/cm 3 , an average length of 1.5 mm, an average inner diameter of 4 nm, and an outer diameter of 9.5 nm, while the surface area was 250−300 m 2 /g.…”
Section: Methodsmentioning
confidence: 99%
See 1 more Smart Citation
“…The base asphalt binder used in this study was 90#, and the performance parameters of the base asphalt are shown in Table 1. The CNT material was obtained from Nanocyl (Belgium) with a density of 0.1 g/cm 3 , an average length of 1.5 mm, an average inner diameter of 4 nm, and an outer diameter of 9.5 nm, while the surface area was 250−300 m 2 /g.…”
Section: Methodsmentioning
confidence: 99%
“…Carbon nanotube (CNT)-modified asphalt is expected to be the next generation of major pavement surfacing materials because of its excellent high-temperature rutting resistance, fatigue resistance, and low-temperature crack resistance. Previous studies have explored the preparation process, , rheological properties, , and workability of CNT-modified asphalt more comprehensively. However, the property enhancement mechanism of CNT-modified asphalt is not well understood.…”
Section: Introductionmentioning
confidence: 99%
“…Nanomodifiers improve the characteristics of substrates characteristic of the substrate compared to their macroand micro-sized counterparts. Multidimensional nanomaterials possess incredible characteristics, which make them suitable as additives in asphalt [58]. The optimum ratio of the modified asphalt is characterized by optimum performances, the asphalt modified by Nano-CaCO3/ nano-ZnO/SBR compound with 6% in the mixture reducing asphalt aging and viscosity.…”
Section: Types Of Multidimensional Nanomaterials In Asphaltsmentioning
confidence: 99%
“…• γ R p -Peak pseudo strain, calculated according to Equation ( 6); • DMR-Dynamic modulus ratio, calculated according to Equation ( 7); • C-Pseudo stiffness, which is a function of the material with respect to the damage variable S, is calculated according to Equation ( 8); • t R -Reduced time, i is the number of cycles, calculated according to Equation (9).…”
Section: Las Testmentioning
confidence: 99%
“…Some researchers have proposed that nanomaterials such as carbon nanotubes (CNTs), nano-clay, and nano-titanium dioxide was added to asphalt as modifiers to change the macroscopic properties of materials on a nanometer scale [8]. Among them, CNTs has the advantages of a lightweight, good stability, and high strength, so it has shown great potential to reduce the aging degree and improve the thermal stability in the field of modified asphalt materials [9]. Wang et al [10] and Amin et al [11] studied the aging and rheological properties of multi-walled CNTs-modified asphalt.…”
Section: Introductionmentioning
confidence: 99%