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contributor authorMohammad Ali Notani
contributor authorPouria Hajikarimi
contributor authorFereidoon Moghadas Nejad
contributor authorAli Khodaii
date accessioned2022-01-30T22:40:27Z
date available2022-01-30T22:40:27Z
date issued1/1/2021
identifier other(ASCE)MT.1943-5533.0003451.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4269392
description abstractThis study investigated the effect of waste toner as a cost-effective enhancement modifier on short-term aging and moisture resistance of asphalt binders and mixtures. Moreover, the mechanism of asphalt binder aging and moisture resistance was reviewed, aiming to provide promising evaluation methods for assessing short-term aging resistance of asphalt binders as well as moisture resistance of asphalt binders and mixtures. First, the aging resistance of neat and toner-modified asphalt (TMA) binders was evaluated using three approaches: rheological aging index (RAI), viscosity aging index (VAI), and chemical functional group indices based on data obtained from Fourier transform infrared spectroscopy (FTIR) analysis. To measure viscoelastic and viscosity characteristics of neat and TMA binders, a dynamic shear rheometer (DSR) and a viscometer were employed, respectively. Second, the moisture resistance of asphalt binders and mixtures were investigated based on analyzing the infrared spectrum and tensile strength ratio (TSR), respectively. The findings indicated that modifying binder with low percentages of waste toner enhanced the short-term aging resistance. Also, TMA binders containing 12% of waste toner presented a significant improvement in moisture resistance of asphalt binders and mixtures.
publisherASCE
titlePerformance Evaluation of Using Waste Toner in Bituminous Material by Focusing on Aging and Moisture Susceptibility
typeJournal Paper
journal volume33
journal issue1
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)MT.1943-5533.0003451
journal fristpage04020405
journal lastpage04020405-11
page11
treeJournal of Materials in Civil Engineering:;2021:;Volume ( 033 ):;issue: 001
contenttypeFulltext


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