Search results for "Asphalt"

showing 10 items of 151 documents

The effect of prolonged storage time on asphalt rubber binder properties

2019

Abstract This study wants to provide fundamental understanding of prolonged storage time on asphalt rubber binder properties by performing an investigation on the variation of conventional properties, rheology and morphology of four asphalt rubbers maintained at 180 °C in low shear for different digestion/storage times up to 48 h. The analysed asphalt rubbers were manufactured by combining two different asphalt binder grades, pen 35/50 and pen 50/70, with both cryogenic and ambient crumb rubber. Results have shown that keeping asphalt rubber agitated at the above mentioned processing conditions, up to 48 h, is significantly detrimental when an ambient crumb rubber is used, while it seems no…

Materials science0211 other engineering and technologies02 engineering and technologyAsphalt rubberNatural rubberRheologyEngenharia e Tecnologia::Engenharia Civil021105 building & constructionDigestion timeGeneral Materials ScienceCrumb rubberComposite materialCivil and Structural EngineeringCrumb rubberScience & TechnologyBuilding and Construction021001 nanoscience & nanotechnologyAsphaltvisual_art:Engenharia Civil [Engenharia e Tecnologia]visual_art.visual_art_mediumStorage stabilityAsphalt rubber Digestion time Storage stability Rheology Scanning electron microscopy Crumb rubber0210 nano-technologyRheologyScanning electron microscopy
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The effects of laboratory ageing on rheological and fracture characteristics of different rubberised bitumens

2018

Ageing of bituminous materials can result in loss of the durability of a flexible pavement. Using rubberised bitumens can enhance pavement performance while at the same time it solves a serious waste disposal problem. Combining Warm Mix Asphalt (WMA) additives with rubberised bitumens reduces the difficulties associated with the production of asphalt mixtures using this modified binder. This work was conducted to study the effect of ageing using fundamental parameters based on performance, i.e., CTOD and Glover-Rowe parameters have been related to pavement cracking. Different unmodified bitumens and rubberised bitumens were short-term aged using the Thin Film Oven Test (TFOT) and long- term…

Materials science0211 other engineering and technologies02 engineering and technologyBuilding and Construction021001 nanoscience & nanotechnologyDurabilityViscoelasticityCrackingRheologyageing rheology fracture rubberized bitumen WMA additiveAsphaltAgeing021105 building & constructionFracture (geology)Settore ICAR/04 - Strade Ferrovie Ed AeroportiGeneral Materials ScienceComposite material0210 nano-technologyCivil and Structural EngineeringWaste disposalConstruction and Building Materials
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Fatigue and Healing Properties of Low Environmental Impact Rubberized Bitumen for Asphalt Pavement

2017

The addition of recycled tyre rubber as a modifier to enhance the mechanical properties of bitumen has proven to provide asphalt mixtures with better mechanical performance. However the rubberised bitumen presents the limitation of requiring higher manufacturing and compaction temperatures. This could be solved by subjecting the tyre rubber to sort of pre-treatments such as: Adding warm-mix additives and/or using partial devulcanisation. These solutions have the potential of lowering the overall environmental impact of the asphalt pavement, however it is still not clear whether these can be detrimental for the rubberized asphalt binder mechanical properties. This paper investigates the effe…

Materials science0211 other engineering and technologiesCompaction020101 civil engineering02 engineering and technology0201 civil engineeringStress (mechanics)Natural rubberAsphalt pavement021105 building & constructionMaterials ChemistrySettore ICAR/04 - Strade Ferrovie Ed AeroportiCrumb rubberComposite materialRubberized asphaltrubberised bitumen; pre-treated crumb rubber; fatigue; healingSurfaces and Interfaceshealingrubberised bitumenSurfaces Coatings and Filmspre-treated crumb rubberAsphaltvisual_artDynamic shear rheometervisual_art.visual_art_mediumfatigueCoatings
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A new procedure to determine the rheological properties of RAP binder and corresponding bituminous blends

2017

Abstract In this paper, a new and simple approach to estimate the rheological properties of Reclaimed Asphalt Pavement (RAP) binder is proposed to overcome the limitations of the conventional extraction procedure. This method is based on Dynamic Shear Rheometer tests performed on mortars composed of RAP fine fraction and virgin binder, together with a new back-calculation solution. The properties of the bituminous blends of virgin and RAP binders are obtained with a modified Nielsen model. The Voigt model is then successfully used to estimate complex modulus and phase angle of the RAP binder from the properties of the back-calculated binder blend. This procedure would prevent the need of RA…

Materials science0211 other engineering and technologiesModulus02 engineering and technologyMortarsRAP binderBack calculationVoigt modelRheologyAsphalt pavement021105 building & construction0502 economics and businessGeneral Materials ScienceComposite materialDSRRAP binder DSR Mortars Nielsen model Voigt model Back-calculationCivil and Structural Engineering050210 logistics & transportation05 social sciencesBack-calculation; DSR; Mortars; Nielsen model; RAP binder; Voigt model; Civil and Structural Engineering; Building and Construction; Materials Science (all)Building and ConstructionBack-calculationNielsen modelAsphaltKelvin–Voigt materialDynamic shear rheometerMaterials Science (all)MortarConstruction and Building Materials
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Thermo-rheological analysis of WMA-additive modified binders

2020

AbstractThermo-rheological characteristics of unmodified and modified bitumen have significant impacts on the mechanical response of asphalt. This study investigates the impacts of an organic and a chemical Warm Mix Asphalt additive on bitumen thermo-rheological and mechanical characteristics. Modified binders with different concentrations of each additive were studied and analysed comparatively to a 40/60 penetration grade bitumen. Frequency sweep tests were performed at different ageing levels to characterise the Linear Viscoelastic properties. The multiple stress creep and recovery, linear amplitude sweep (LAS) and low temperature creep stiffness tests, together with the Glover–Rowe (G–R…

Materials science0211 other engineering and technologiesStiffness020101 civil engineering02 engineering and technologyBuilding and ConstructionViscoelasticitySweep frequency response analysis0201 civil engineeringShear modulusCreepRheologyMechanics of MaterialsAsphalt021105 building & constructionSolid mechanicsAgeing Bitumen rheology Fatigue Low-temperature cracking Rutting Warm mix asphalt (WMA) additivesmedicineSettore ICAR/04 - Strade Ferrovie Ed AeroportiGeneral Materials ScienceComposite materialmedicine.symptomCivil and Structural EngineeringMaterials and Structures
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Linear viscoelastic properties of high reclaimed asphalt content mixes with biobinders

2017

The use of high Reclaimed Asphalt (RA) content mixtures together with binders produced from renewable resources (biobinders) is one of the current challenges in pavement engineering research. On the one hand, RA has been used for decades, but there are still some concerns about its performance, especially when high contents are used (>30%). On the other hand, biobinders are relatively new materials, which have to be deeply characterised and studied in order to develop good practices for their use. In this paper, linear viscoelastic properties of biobinders and bio-mixtures manufactured with high RA content and biobinders are analysed and discussed. High-modulus mixtures with 50% RA were…

Materials scienceBending (metalworking)high content0211 other engineering and technologiesNew materials02 engineering and technologyBIOBINDER010501 environmental sciences01 natural sciencesMix designViscoelasticity[SPI.MAT]Engineering Sciences [physics]/MaterialsRECYCLAGE DES MATERIAUXASPHALTE021105 building & constructionSettore ICAR/04 - Strade Ferrovie Ed AeroportiGeotechnical engineeringBIOMATERIAUComposite material0105 earth and related environmental sciencesCivil and Structural Engineeringreclaimed asphaltbusiness.industryVISCOELASTICITYmixturePavement engineeringVISCOELASTICITEAsphaltDynamic shear rheometerRECLAIM ASPHALTbusinessLIANT
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Asphalt surface mixtures with improved performance using waste polymers via dry and wet processes

2017

"Published online: June 29, 2017"

Materials scienceDry process0211 other engineering and technologies02 engineering and technologyMixture performance.Wet proce021105 building & constructionSettore ICAR/04 - Strade Ferrovie Ed AeroportiGeneral Materials ScienceCivil and Structural EngineeringWaste polymerschemistry.chemical_classificationDry proceScience & TechnologyWaste managementBuilding and ConstructionPolymer021001 nanoscience & nanotechnologyImproved performanceWet processWaste polymerchemistryMechanics of MaterialsAsphaltMixture performance0210 nano-technologyAsphalt modification
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Wide Angle X-ray Scattering as a Technique of Choice to Probe Asphaltene Hierarchical Structures

2020

Bitumens are composite systems extensively used in road pavements. Due to their complex nature, a rational understanding of the relationships between composition, structure and performances of these materials is still far from being achieved, so research attempting to shed more light in this field is required. Here, we exploit Wide Angle X-ray Scattering (WAXS) as a technique of choice to shed light on the bitumen structure at different length scales. Diagnostic fingerprints, characterizing the WAXS profile, are correlated to specific Bragg distances which can be reasonably attributed to the molecular and supramolecular aggregation taking place at various levels of complexity leading to the…

Materials scienceField (physics)ScatteringBiomedical EngineeringBioengineering02 engineering and technologyGeneral Chemistry021001 nanoscience & nanotechnologyCondensed Matter PhysicsInstabilityComputational physicsGeneral Materials Science0210 nano-technologyWide-angle X-ray scatteringAsphalteneJournal of Nanoscience and Nanotechnology
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Time dependent viscoelastic rheological response of pure, modified and synthetic bituminous binders

2016

Bitumen is a viscoelastic material that exhibits both elastic and viscous components of response and displays both a temperature and time dependent relationship between applied stresses and resultant strains. In addition, as bitumen is responsible for the viscoelastic behaviour of all bituminous materials, it plays a dominant role in defining many of the aspects of asphalt road performance, such as strength and stiffness, permanent deformation and cracking. Although conventional bituminous materials perform satisfactorily in most highway pavement applications, there are situations that require the modification of the binder to enhance the properties of existing asphalt material. The best kn…

Materials scienceGeneral Chemical Engineering0211 other engineering and technologiesAerospace Engineering02 engineering and technologyViscoelasticityShear modulusNatural rubberRheology021105 building & constructionSettore ICAR/04 - Strade Ferrovie Ed AeroportiChemical Engineering (all)General Materials ScienceComposite materialDSRchemistry.chemical_classificationMechanical EngineeringPolymer021001 nanoscience & nanotechnologyPhase angleCrackingchemistryAsphaltvisual_artBitumenComplex (shear) moduluvisual_art.visual_art_mediumMaterials Science (all)Deformation (engineering)Rheology0210 nano-technologyMechanics of Time-Dependent Materials
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Evaluation of aging processes of petroleum asphalt cements by solid state electrochemical monitoring

2018

Abstract The changes in the chemistry of organosulfur compounds from asphalt cements during aging are studied using solid state voltammetry of immobilized microparticles. Five Brazilian asphalt cements were evaluated after three forced aging processes: Rolling Thin Film Oven Test (RTFOT), Pressure Aging Vessel (PAV) and SUNTEST. It was possible to identify the presence of thiophenes, sulfides and sulfoxides in the different samples and the reactional changes during the aging processes were proposed. Voltammetric data, supported by ATR-FTIR spectroscopy, indicate that aging asphalts involve the increase of the proportion of sulfoxide and thiophene components and that polythiophene compounds …

Materials scienceGeneral Chemical EngineeringSulfoxide02 engineering and technology010402 general chemistry021001 nanoscience & nanotechnologyElectrochemistry01 natural sciences0104 chemical scienceschemistry.chemical_compoundchemistryChemical engineeringAsphaltElectrochemistryThiophenePolythiopheneThin film0210 nano-technologyVoltammetryOrganosulfur compoundsElectrochimica Acta
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