Search results for "BITUME"

showing 10 items of 43 documents

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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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 the fracture performance of different rubberised bitumens based on the essential work of fracture

2017

The fracture performance of rubberised bitumen in addition to one pre-treated with a Warm Mix Additive (Sasobit®) was investigated using different test methods measuring different damage mechanisms. Two Recycled Tyre Rubber (RTR) modifiers together with two base binders were blended in the laboratory to produce various combinations of Recycled Tyre Rubber Modified Bitumens (RTR-MBs). The first RTR is a standard recycled polymer derived from discarded truck and passenger car tyres by ambient grinding. The second RTR consists of 100% recycled truck tyres derived by cryogenic grinding and pre-treated with special oil and WMA to allow further decrease of asphalt mixture production temperatures.…

Materials scienceMechanical Engineering0211 other engineering and technologiesCrack tip opening displacementFracture mechanics02 engineering and technology021001 nanoscience & nanotechnologyCryogenic grindingGrindingrubberised bitumenBrittlenessNatural rubberMechanics of MaterialsAsphaltvisual_art021105 building & constructionFracture (geology)visual_art.visual_art_mediumSettore ICAR/04 - Strade Ferrovie Ed AeroportiGeneral Materials ScienceComposite material0210 nano-technology
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Influence of short-term aging on mechanical properties and morphology of polymer-modified bitumen with recycled plastics from waste materials

2020

Polymer-modified bitumen (PMB) is bitumen that has been specifically engineered with polymer for providing enhanced performance in service. The aging of bitumen is a main aspect that is able to affect its final performance: during the production phase in a hot mix plant, all the binders experience short-term aging due to the high processing temperature. The same is true during the production of the modified binder, when the polymer is dispersed at high temperature in the bitumen mass. This paper aims at studying the effect of short-term aging when using different types of modifiers such as recycled polymers obtained from waste materials. A 50/70 penetration-grade bitumen has been modified, …

Materials scienceMorphology (linguistics)Polymers and Plastics0211 other engineering and technologiespolymer-modified bitumen02 engineering and technologymechanical propertiesArticlelcsh:QD241-441Viscositylcsh:Organic chemistryPhase (matter)021105 building & constructionmorphologyComposite materialElastic moduluschemistry.chemical_classificationPolymer modifiedGeneral ChemistryPolymer021001 nanoscience & nanotechnologyproduction temperatureCharacterization (materials science)waste polymersMechanical properties Microscopy Morphology Polymer-modified bitumen Production temperature Short term aging Waste polymerschemistryAsphaltmicroscopyshort term aging0210 nano-technology
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A simple interpretation of the effect of the polymer type on the properties of PMBs for road paving applications

2018

Abstract The paper presents the results of the rheological characterisation of polymer-modified bitumen for paving applications. In order to find a simple interpretation of the influence of polymer type on the blends produced, in this study high density and low density polyethylene (PE) with different chemical properties were used, as well as ethylene-vinyl acetate. The chemical characteristics of the base bitumen and the polymers used were determined by means of SARA analysis and Fourier Transform Infrared Spectroscopy, FTIR, respectively. The morphology of the produced blends was investigated by means of fluorescent light optic microscopy, while the mechanical properties were investigated…

Materials sciencePolymer crystallinity0211 other engineering and technologies02 engineering and technologyCrystallinityViscosityRheology021105 building & constructionSettore ICAR/04 - Strade Ferrovie Ed AeroportiGeneral Materials ScienceFourier transform infrared spectroscopyComposite materialCivil and Structural Engineeringchemistry.chemical_classificationPolarityBuilding and ConstructionDynamic mechanical analysisPolymer021001 nanoscience & nanotechnologyShear rateLow-density polyethyleneSettore ING-IND/22 - Scienza E Tecnologia Dei MaterialichemistryPolymer modified bitumenFlow curveMaterials Science (all)Road application0210 nano-technologyConstruction and Building Materials
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Improved Testing Setup for Real-Time Monitoring of PMBs During Manufacturing and Rotational Viscosity Measurements

2021

Polymer modified binders (PMBs) are a practical solution to design asphaltmixtures with superior performance. Although these polymers often improve bitumen properties to some extent, their final performance are linked to the accurate control of the properties during manufacturing and storage. However, some of the common procedures used to characterise neat bitumen are not suitable with these binders making their characterisation challenging. This study presents a novel laboratory procedure to produce SBS-MB through a real-time monitoring of the rotational viscosity, as well as an attempt to understand the suitability of current testing geometries to measure viscosity of such a complex bitum…

Materials scienceRotational viscosityPolymer modified bitumenMechanicsDual helical ribbonRheologyRotational viscosity
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Experimental study of the pyrolysis of waste bitumen for oil production

2020

Abstract This work focuses on bitumen slow pyrolysis. Mass and energy yields of oil, solid and gas were obtained from pyrolysis experiments using a semi-batch reactor in a nitrogen atmosphere, under three non-isothermal conditions (maximum temperature: 450 °C, 500 °C and 550 °C). The effect of temperature on the product yields was discussed. The gas compositions were analysed using gas chromatography (GC) and the heating value of oil and solid residue was also measured. Using a thermo-gravimetric analyser, kinetic parameters were evaluated through Ozawa-Flynn-Wall (OFW) method. Results showed that oil yield is maximum at 500 °C (50%). Moreover, gas yield increased with increasing pyrolysis …

Maximum temperatureMaterials scienceSettore ING-IND/25 - Impianti Chimici020209 energyAnalyserAnalytical chemistryBitumen Kinetic parameters Oil Product yields Pyrolysis Syngas Thermo-gravimetric analysis Waste to fuel02 engineering and technologyKinetic energy020401 chemical engineeringAsphaltOil production0202 electrical engineering electronic engineering information engineeringHeat of combustionGas chromatography0204 chemical engineeringPyrolysisJournal of the Energy Institute
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Effect of additives on the structural organization of asphaltene aggregates in bitumen

2019

Abstract Bitumens are composite materials whose complex organization hinders the rational understanding of their relationships between composition, structure and performances. So, research attempting to shed more light in this field is required. In this work Wide Angle X ray Scattering (WAXS) has been used to explore the influence of six opportunely chosen additives on the bitumen structure with the aim to ultimately correlate the findings with the bitumen performances. Diagnostic fingerprints have been observed in the WAXS profile: asphaltenes form stuck of about 18 A and constituted by about 6 asphaltene units on average. Such stucks are, in turn, organized at higher levels of complexity …

Mesoscopic physicsMaterials sciencesurfactant0211 other engineering and technologies020101 civil engineering02 engineering and technologyBuilding and Constructionstability0201 civil engineeringRheologyChemical engineeringWAXSPhase (matter)021105 building & constructionAmphiphilePolarGeneral Materials ScienceadditivesstructureAFMSofteningNanoscopic scalebitumenCivil and Structural EngineeringAsphaltene
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Effect of ageing on the morphology and creep and recovery of polymer-modified bitumens

2018

Polymer additives are used to improve the properties of road bitumens including their oxidative resistance. However, their usage as anti-oxidative materials remains relatively unclear. This study aims to investigate the changes in the morphology and the rheological response of polymer modified bitumens used in road pavement construction caused by ageing. An elastomer (radial styrene butadiene styrene, SBS) and a plastomer (ethyl vinyl acetate, EVA) polymer were mixed with one base bitumen at three polymer concentrations. The bitumens were RTFO and PAV aged. The morphology of the bitumens was captured by fluorescence microscopy while the rheological properties were measured by means of the m…

MorphologyStyrene-butadieneMaterials sciencePercent recovery0211 other engineering and technologies02 engineering and technologyElastomerPlastomerchemistry.chemical_compoundRheology021105 building & constructionSettore ICAR/04 - Strade Ferrovie Ed AeroportiGeneral Materials ScienceComposite materialPolymer-modified bitumenCivil and Structural Engineeringchemistry.chemical_classificationMSCRBuilding and ConstructionPolymer021001 nanoscience & nanotechnologyAgeingchemistryCreepMechanics of MaterialsAsphaltHardening (metallurgy)Polymer-modified bitumen Ageing Morphology Percent recovery MSCR0210 nano-technology
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On the Assessment and Optimisation of the Processing Conditions of Tyre-Rubber Modified Bitumen

2021

The current study aims at understanding the effect of the variables associated with manufacturing rubberised bitumens in order to develop rubberised bitumen with superior mechanical properties and identify optimised processing conditions for its production. The experimental work covered extensive laboratory testing of several rubberised bitumen blends. The rubberised bitumen was manufactured using four paving grade bitumens (180/240, 160/220, 70/100, 80/100), three tyre rubber types (mechanical ground, waterjet powder, ambient ground powder), and various processing conditions (shear levels, temperatures, processing times). Characterisation of the manufactured blends included rotational visc…

OptimizationMaterials sciencePetroleum engineeringNatural rubberAsphaltvisual_artWaste recyclingvisual_art.visual_art_mediumBitumen modificationTyre rubberProcessing condition
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