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Performance Evaluation of Nano-Materials in Asphalt Concrete Mixtures

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dc.contributor.author Soban Shaukat Awan
dc.contributor.author Adil Murtaza
dc.contributor.author Gulzeb Shafi
dc.contributor.author Muhammad Zaman Khalid
dc.contributor.author Saad Abbas
dc.contributor.author Syed Mohib Ali Zaidi
dc.contributor.author Supervisor Dr Muhammad Irfan
dc.date.accessioned 2021-08-27T04:34:02Z
dc.date.available 2021-08-27T04:34:02Z
dc.date.issued 2021
dc.identifier.uri http://10.250.8.41:8080/xmlui/handle/123456789/25572
dc.description.abstract Nanoparticles are utilized to modify the asphalt binders and improve the pavement mechanical performance against the common distresses of permanent deformation (rutting propensity) and fatigue, manifested on asphalt pavements. This study reviews the existing body of knowledge on Nano-modification of asphalt binder using four different Nano-materials: Carbon Nanotubes (CNTs), Carbon Black, Graphene Nano Platelets (GNPs) and Nano Clay. The motivation behind this in-depth review of Nano-modification of asphalt binder was to synthesize the implications of various Nano-materials on the mechanical properties of asphalt binder. The study concludes by proposing the suitability of each of the Nano-material – its extent/ proportion by weight of asphalt binder, economic suitability, environmental compatibility and availability in Pakistan. CNTs (with optimum percentage of 1%) yielded best results – increases stiffness, rutting performance and resistance against fatigue cracking. Carbon Black improved high-temperature performance, such as rutting resistance, fatigue performance, and stiffness, but had no considerable effect on low-temperature cracking. Subjected to the type of binder and polymers employed, carbon black up to 6% (by weight of binder) revealed to be a potential modifier of asphalt binder. Graphene Nano-platelets (GNPs) produced PG-70 when 4% of GNPs are added to the binder. The wheel-tracking slope (WTS) decreased from 0.58 to 0.35 and this reduction is also suggestive/ attributed to high resistance to permanent deformation. Nano Clay added asphalt binder’s Complex Shear Modulus (G*) increased while the Phase Angle (δ) dropped, indicating enhanced stiffness and elasticity. Enhanced rigidity improved rutting resistance, while increased elasticity provided maximum deformation recovery. 2-4% (by weight of binder) of Nano-clay in asphalt binder yielded optimum results. The results indicate that the addition of Nanoparticles enhanced the rutting performance and strength of asphalt mixtures. Nano-modified asphalt (given the reasonable selection of Nanomaterials for the base binder) can offer many benefits (i.e. improve the durability of asphalt pavements, save energy and cost, decrease maintenance and rehabilitation) requirements in road construction industry of Pakistan. en_US
dc.language.iso en en_US
dc.publisher Military College of Engineering (NUST) Risalpur Cantt en_US
dc.subject Transportation Engineering en_US
dc.title Performance Evaluation of Nano-Materials in Asphalt Concrete Mixtures en_US


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