Performance Evaluation of Asphalt Binder Modified with Shear Thickening FluidSource: Journal of Materials in Civil Engineering:;2023:;Volume ( 035 ):;issue: 007::page 04023187-1Author:Tanveer Hassan
,
Naveed Ahmad
,
Diyar Khan
,
Mohd Rosli Mohd Hasan
,
Akhlaq Aman
,
Umar Farooq
DOI: 10.1061/JMCEE7.MTENG-15322Publisher: American Society of Civil Engineers
Abstract: This paper aims at using a dilatant or shear thickening fluid (STF) [a non-Newtonian fluid consisting of particles of nano-silica suspended in a liquid medium, i.e., ethylene glycol (EG), which acts as a carrier fluid; proportion 40:60] as additive or modifier of bitumen in order to enhance its viscoelastic properties. A commonly-used performance grading (PG) system, storage stability test, and different conventional and rheological tests were carried out to optimize the dosage of the STF into the bitumen (investigating the influence of 2%, 4%, and 6% of STF on the bitumen) and to define the related properties. The results show that using 4% STF by weight of the binder (an asphalt binder with an 80/100 penetration grade) improves high-temperature viscoelastic properties and bitumen performance grading.
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contributor author | Tanveer Hassan | |
contributor author | Naveed Ahmad | |
contributor author | Diyar Khan | |
contributor author | Mohd Rosli Mohd Hasan | |
contributor author | Akhlaq Aman | |
contributor author | Umar Farooq | |
date accessioned | 2023-08-16T19:16:58Z | |
date available | 2023-08-16T19:16:58Z | |
date issued | 2023/07/01 | |
identifier other | JMCEE7.MTENG-15322.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl1/handle/yetl/4293041 | |
description abstract | This paper aims at using a dilatant or shear thickening fluid (STF) [a non-Newtonian fluid consisting of particles of nano-silica suspended in a liquid medium, i.e., ethylene glycol (EG), which acts as a carrier fluid; proportion 40:60] as additive or modifier of bitumen in order to enhance its viscoelastic properties. A commonly-used performance grading (PG) system, storage stability test, and different conventional and rheological tests were carried out to optimize the dosage of the STF into the bitumen (investigating the influence of 2%, 4%, and 6% of STF on the bitumen) and to define the related properties. The results show that using 4% STF by weight of the binder (an asphalt binder with an 80/100 penetration grade) improves high-temperature viscoelastic properties and bitumen performance grading. | |
publisher | American Society of Civil Engineers | |
title | Performance Evaluation of Asphalt Binder Modified with Shear Thickening Fluid | |
type | Journal Article | |
journal volume | 35 | |
journal issue | 7 | |
journal title | Journal of Materials in Civil Engineering | |
identifier doi | 10.1061/JMCEE7.MTENG-15322 | |
journal fristpage | 04023187-1 | |
journal lastpage | 04023187-10 | |
page | 10 | |
tree | Journal of Materials in Civil Engineering:;2023:;Volume ( 035 ):;issue: 007 | |
contenttype | Fulltext |