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contributor authorTanveer Hassan
contributor authorNaveed Ahmad
contributor authorDiyar Khan
contributor authorMohd Rosli Mohd Hasan
contributor authorAkhlaq Aman
contributor authorUmar Farooq
date accessioned2023-08-16T19:16:58Z
date available2023-08-16T19:16:58Z
date issued2023/07/01
identifier otherJMCEE7.MTENG-15322.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4293041
description abstractThis 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.
publisherAmerican Society of Civil Engineers
titlePerformance Evaluation of Asphalt Binder Modified with Shear Thickening Fluid
typeJournal Article
journal volume35
journal issue7
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/JMCEE7.MTENG-15322
journal fristpage04023187-1
journal lastpage04023187-10
page10
treeJournal of Materials in Civil Engineering:;2023:;Volume ( 035 ):;issue: 007
contenttypeFulltext


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