Search results for "asphalt binder"

showing 5 items of 5 documents

An extension of the fractional model for construction of asphalt binder master curve

2015

Knowledge and prediction of viscoelastic behaviour of asphalt binder is of great interest in order to design asphalt mixtures for civil construction of road and airports with good performances. The capability of a fractional model – requiring a very limited number of parameters – to describe and predict the linear viscoelastic behaviour of asphalt binder subjected to sinusoidal oscillations is investigated. Experimental data of complex modulus, |G*|, and phase angle, δ, are used to validate the proposed constitutive model. Based on the proposed extension of a fractional model, complex modulus isotherms for a range of frequencies can be created simply starting from isochronals at frequency v…

Engineeringcomplex moduluEnvironmental Engineeringmaster curveConstitutive equation0211 other engineering and technologiesModulusMechanical engineeringValue (computer science)020101 civil engineering02 engineering and technologyViscoelasticity0201 civil engineeringfractional model021105 building & constructionRange (statistics)Applied mathematicsSettore ICAR/04 - Strade Ferrovie Ed AeroportiCivil and Structural Engineeringbusiness.industryasphalt binderPhase angleExtension (predicate logic)Asphaltroad pavementbusinessSettore ICAR/08 - Scienza Delle Costruzioni
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Binder and Mixture Fatigue Performance of Plant-Produced Road Surface Course Asphalt Mixtures with High Contents of Reclaimed Asphalt

2019

The aged properties of Reclaimed Asphalt (RA) binders are one of the main factors working against their utilisation in high-RA content (&gt

Fatigue crackingMaterials scienceGeography Planning and Development0211 other engineering and technologiesroad surface coursesTJ807-83002 engineering and technologyfatigue performanceManagement Monitoring Policy and LawTD194-195Renewable energy sources0203 mechanical engineering021105 building & constructionSettore ICAR/04 - Strade Ferrovie Ed AeroportiGE1-350Composite materialreclaimed asphalt (RA)rejuvenatorsEnvironmental effects of industries and plantsRenewable Energy Sustainability and the Environmentasphalt binderroad surface courseEnvironmental sciences020303 mechanical engineering & transportsTensile fatigueAsphaltRoad surfaceDynamic shear rheometerSustainability
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Rheological properties of asphalt binder modified with waste polyethylene: An interlaboratory research from the RILEM TC WMR

2022

Funding Information: The RILEM Technical Committee on Valorisation of Waste and Secondary Materials for Roads (TC 279-WMR) and the members of Task Group 1 are gratefully acknowledged. The authors would also like to thank Nynas AB and Swiss company Innorecycling for supporting the interlaboratory activity by providing reference neat binder and PE-pellets, PE-shreds additives. The contribution of the Swiss National Science Foundation ( 205121_178991 ) to the Swiss partners is also acknowledged. Funding Information: The RILEM Technical Committee on Valorisation of Waste and Secondary Materials for Roads (TC 279-WMR) and the members of Task Group 1 are gratefully acknowledged. The authors would…

G-R parameterEconomics and EconometricsAsphalt binderWasteAsphalt binder; Dynamic shear rheometer (DSR); G-R parameter; Polyethylene (PE) plastics; Rheological property; WasteSettore ICAR/04 - Strade Ferrovie Ed AeroportiDynamic shear rheometer (DSR)Polyethylene (PE) plasticsRheological propertyAsphalt binder Waste Polyethylene (PE) plastics Dynamic shear rheometer (DSR) Rheological property G -R parameterWaste Management and DisposalResources, Conservation and Recycling
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Effects of Laboratory Aging on Properties of Biorejuvenated Asphalt Binders

2017

This paper presents the results from a laboratory investigation on the effects of aging on the properties of two binders recovered from two different sources of Reclaimed Asphalt (RA) and additivated with a biorejuvenator derived from pine trees. It has been already proven that the rejuvenators are able to restore some of the properties of the aged binder present in the RA, but nowadays their effects into the long-term period are not well known. In this regard, the rejuvenated asphalt binders and a virgin binder, defined as a target, have been aged artificially to simulate short-and long-term aging. All binders have been studied conducting physical, chemical, rheological, and performance-re…

Materials scienceasphalt binderAging of materialMetallurgy0211 other engineering and technologiesAsphalt020101 civil engineering02 engineering and technologyBuilding and Construction0201 civil engineeringMechanics of MaterialsAsphalt021105 building & constructionGeneral Materials SciencebiorejuvenatorComposite materialCivil and Structural EngineeringJournal of Materials in Civil Engineering
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Investigating the Viability of Multi-Recycling of Asphalt Mixtures through a Preliminary Binder Level Characterization

2022

The incorporation of reclaimed asphalt (RA) in hot mix asphalt mixtures is widely considered a sustainable solution for road infrastructure development. Under the scope of the circular economy (CE), the multiple recycling capability of RA has to be assessed in order to ensure its performance at each recycling cycle and also its viability with different additives. The performance of asphalt mixtures with RA strongly depends on the type of rejuvenator, binder, and their degree of blending in the mix. For this reason, it is essential to know the properties of the aged binder extracted from RA to better understand its rheological properties and optimal dosage of rejuvenation to design a satisfa…

aged binderrejuvenatorcircular economybinder morphologyartificial ageingmulti-recyclingreclaimed asphalt binder
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