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The 9th National Conference on Rheology

作者：吴少鹏李波陈筝黄旭 Key Laboratory of Silicate Materials Science and Engineering of Ministry of Education Wuhan University of Technology

The effects of graphite on temperature susceptibility of asphalt binders were investigated by penetration test,Ring & Ball softening point test and viscosity test.And penetration index(I),viscosity-temperature susceptibility(S),and penetration-viscosity numbers(N)were introduced to evaluate the effects.The results show that the penetration,softening point and viscosity of asphalt binder increase with the increase of content of graphite.This means that the addition of graphite makes asphalts stiffer.The results from I,Nand Sshow that temperature susceptibility is reduced by the addition of graphite.

关键词： asphalt binders conductive additive penetration viscosity temperature susceptibility

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Chemical and rheological analysis of unaged and aged bio-extended binders containing lignin

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Journal of Traffic and Transportation Engineering(English Edition) 2023年第6期10卷 947-963页

作者： Elena Gaudenzi Fabrizio Cardone Xiaohu Lu Francesco Canestrari Department of Civil and Building Engineering and Architecture UniversitàPolitecnica delle MarcheAncona 60131Italy Nynas AB Nynäshamn 14982Sweden

The use of alternative renewable sources to totally or partially replace bitumen is one of the most current challenges in the road pavement sector.The growing energy cost and environmental concerns lead to the necessity to find alternative solutions,by supporting at the same time sustainability and circular economy principles.Within this framework,this paper presents the application of a powder lignin,a natural bio-polymer deriving from byproducts of wood pulp and paper industry,to replace part of bitumen.The bituminous blend consisting in 70%of bitumen and 30%of powder lignin(by weight)was made in laboratory through the use of a high shear stirring mixer,and a reference plain bitumen characterized by a similar consistency(i.e.,same penetration grade)was used as comparison.Then,an extensive investigation on chemical and rheological properties of the bio-binder is presented.Fourier transform infrared spectroscopy(FTIR),saturates,aromatics,resins and asphaltenes(SARA),bending beam rheometer(BBR),frequency sweep tests and multiple stress creep recovery tests(MSCR)with a dynamic shear rheometer(DSR)were performed.Moreover,unaged,short-and long-term aging conditions were considered.Results indicated that powder lignin dominates the rheological behavior of the bio-binder and,from chemical analysis,it seems that it partially acts as a filler and partially as a binder.This would result in improved performances at both low and high temperatures,leading to a wider temperature range of performance grade(PG).Moreover,despite a stiffening effect is recognized,lignin also offers an antioxidant potentiality,reducing the aging susceptibility of the investigated bio-binder.

关键词： Bio-binders asphalt binders Lignin Aging Sustainability

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