Search results for "Bitume"

showing 10 items of 43 documents

Comparison between bitumen modified with crumb tyre rubber and styrene butadiene styrene

2009

The improvements in terms of mechanical properties due to the use of polymers to modify bitumens in road paving applications have already been widely demonstrated. The aim of this paper is to show how the rheology and the performance of a bituminous binder mixed with crumb rubber recycled from used tyres (CR-MB), could be comparable with a styrene butadiene styrene (SBS-MB) created with the same base binder and currently used for road applications. Physical, chemical and performance characterization followed by rheological and storage stability analyses have been undertaken as the basis for the comparison. The results of the investigation indicate that the blended CR-MB shows large improvem…

Crumb rubber modified bitumen DSR rheologySettore ICAR/04 - Strade Ferrovie Ed Aeroporti
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New simplified approach for obtaining a reliable plateau value in fatigue analysis of bituminous materials

2017

The Plateau Value (PV) based on the Ratio of Dissipated Energy Change (RDEC) approach has been proven to provide a unique relationship with the fatigue life, N-f, independent of loading mode, temperature and frequency. In this paper, a new simplified approach is proposed to compute the unique energy parameter PV. The results of this study show that applying the proposed method allows a unique fatigue power law to be produced and eliminates the ambiguity and variability in calculating PV. However, the study also shows that the PV-N-f fatigue curves for bituminous materials are dependent on material type which is contradictory to other studies dealing with PV. The study also highlights the im…

EngineeringMaterial typebusiness.industry0211 other engineering and technologiesGeneral EngineeringMode (statistics)Value (computer science)020101 civil engineering02 engineering and technologyStructural engineeringDissipationPlateau (mathematics)Bituminous materialsPower lawFatigue rubberised bitumen0201 civil engineering021105 building & constructionGeneral Materials SciencePoint (geometry)business
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Definition of a laboratory optimization protocol for road bitumen improved with recycled tire rubber

2012

Abstract Bearing in mind the need to answer one of the most frequent needs for civil construction, in general, and major project such as road infrastructures in particular, this paper presents the results of a laboratory experimental study in order to evaluate the performance improvement that is possible to achieve when modifying road bitumen with CRM (Crumb Rubber Modifier) from discarded tire rubber (TR), using a Wet Process. The environmental advantage is double, since the aim of the research is to obtain high performance road bitumen thanks to the re-use of a discarded material, such as the rubber tires, which otherwise would be dumped in scrap-yard. In particular, this experimental stu…

EngineeringWaste managementbusiness.industryFinal productScrapBuilding and ConstructionSynthetic rubberBitumen Tire recycled rubber Laboratory evaluation Rotational viscometer Dynamic shear rheometerNatural rubberAsphaltvisual_artDynamic shear rheometervisual_art.visual_art_mediumSettore ICAR/04 - Strade Ferrovie Ed AeroportiGeneral Materials ScienceCrumb rubberPerformance improvementProcess engineeringbusinessCivil and Structural EngineeringConstruction and Building Materials
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Recycled Tyre Rubber Modified Bitumens for road asphalt mixtures: A literature review

2013

AbstractNowadays, only a small percentage of waste tyres are being land-filled. The Recycled Tyre Rubber is being used in new tyres, in tyre-derived fuel, in civil engineering applications and products, in moulded rubber products, in agricultural uses, recreational and sports applications and in rubber modified asphalt applications. The benefits of using rubber modified asphalts are being more widely experienced and recognized, and the incorporation of tyres into asphalt is likely to increase. The technology with much different evidence of success demonstrated by roads built in the last 40years is the rubberised asphalt mixture obtained through the so-called “wet process” which involves the…

EngineeringWaste managementbusiness.industryTerminal blendRecycled Tyre Rubber Asphalt Rubber Bitumen Rubber Crumb Rubber Terminal Blendmedia_common.quotation_subjectBuilding and ConstructionNatural rubberMaterials Science(all)Recycled Tyre RubberAsphaltvisual_artvisual_art.visual_art_mediumAsphalt RubberBitumen RubberGeneral Materials ScienceQuality (business)Crumb rubberbusinessRubberized asphaltGeneralLiterature_REFERENCE(e.g.dictionariesencyclopediasglossaries)Crumb Rubbermedia_commonCivil and Structural Engineering
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Effect of Short-Term and UV Irradiation Aging on the Behaviour of SBS-Modified Bitumen

2022

To obtain road bitumen with improved temperature and fatigue resistance, polymers and/or rubbers could be added to it. A particularly suitable polymer for bitumen modification is styrene-butadiene-styrene (SBS) copolymer but limited information is available about the ageing behaviour of modified binders. In this work, two neat bitumens, with different penetration grades, and two SBS-modified bitumens, containing different SBS amounts, were selected, and their short-term and UVB ageing behaviour were investigated considering dynamic shear rheometry and Attenuated Total Reflectance-Fourier Transformation InfraRed spectroscopy (ATR-FTIR). Short-time ageing behaviour was investigated performing…

FTIR analysis SBS-modified bitumen short-term ageing UV irradiationSettore ING-IND/22 - Scienza E Tecnologia Dei MaterialiRenewable Energy Sustainability and the EnvironmentGeography Planning and DevelopmentSettore ICAR/04 - Strade Ferrovie Ed AeroportiBuilding and ConstructionManagement Monitoring Policy and LawSBS-modified bitumen; short-term ageing; UV irradiation; FTIR analysis
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Study of a structural change in bitumen induced by the photooxidation aging method

FTIR analysis bitumenUV irradiationShort-term ageing
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Sedimentological and tectonic context of Paleoproterozoïque Franceville basin (Gabon) : fluid pressure structures, bitumen and uranium mineralization

2016

Metallogenic deposits within paleproterozoic basins depend on generation and migration of fluids. The aim of this study is to provide a better understanding of tectonic, sedimentological and diagenetic setting of the uranium deposits in the Franceville basin and to characterize hydraulic fracturing impact on fluid migration processes in sandstone reservoirs.Tectonic study define the N180-170° transfer faults, associated with Archean tectonic and the N110-120° longitudinal normal faults. These two fault directions split the Franceville basin into small sub-basins. The longitudinal normal faults are associated with footwall anticlines and hanging wall synclines. The uranium deposits of France…

Fracturation hydrauliqueBassin de FrancevilleFailles de transfertUranium mineralizationTransfer faultsHydraulic fracturingPaleoproterozoicBarrières de perméabilitéFootwall anticlinesStructures de surpression fluidesLongitudinal normal faultsFranceville basinAnticlinal de murBitumen[SDU.STU] Sciences of the Universe [physics]/Earth SciencesUraniumFluid pressure structuresPaléoprotérozoïqueBitumePermeability barriersFailles longitudinales
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CHARACTERIZATION OF RUBBERIZED ASPHALT FOR RAILWAY SUB-BALLASTS

Tesi di dottorato sotto la supervisione del professore Gaetano di Mino del Dipartimento di Ingegneria Civile di Palermo), come borsista Marie-Curie all'interno del progetto SUPRITN 2013/2017. Il mio lavoro e la linea della ricerca riguarda i conglomerati bituminosi con granulato di gomma per lo strato di sub-ballast nelle linee ferroviarie. L’attività di ricerca comprende il mix-design dell’asfalto con aggiunta di gomma, la caratterizzazione e le prestazioni per la ferrovia in termini di comportamento meccanico e lo smorzamento delle vibrazioni. In particolare con l’avvento dell’alta velocità, diversi studi hanno evidenziato ottime caratteristiche fisico-meccaniche per ciò che riguarda il c…

MarshallPlusride-Generic mixtures.ElasticitàCompactionSuperpaveMiscele ttoballasto bituminoseRigonfiamentoSub-ballastFerrovia; Approccio sperimentali; Sub-ballast; Miscele ttoballasto bituminose; Fenomeni vibrazionali; Mix-design volumetrico; Traffico ferroviario; Temperatura; Bitume; Superpave; Gomma riclicata; Simulazione Traffico; Profilo di temperatura; ESAL; Spettro di traffico; RUMAC; Marshall; Strade; Miscellazione-Compattazione; Elasticità; Sforzo di trazione; Fatica; Rigonfiamento; Miscele HMA; Plusride_Generic dry.ESALGomma riclicataMiscele HMATemperature profileSimulazione TrafficoSettore ICAR/04 - Strade Ferrovie Ed AeroportiRailway Bituminous sub-ballast Granular sub-ballast Hot mix asphalt Superpave Crumb rubber; Temperature profile; ESAL; Traffic spectrum; RUMAC; Marshall; Roads; Compaction; Elasticity; Tensile strain; Fatigue; Swelling and Rebounding effect; Plusride-Generic mixtures.Traffico ferroviarioMiscellazione-CompattazioneTensile strainFatigueSwelling and Rebounding effectFenomeni vibrazionaliFaticaSforzo di trazionePlusride_Generic dry.Traffic spectrumTemperaturaStradeElasticitySpettro di trafficoRailway Bituminous sub-ballast Granular sub-ballast Hot mix asphalt Superpave Crumb rubberApproccio sperimentaliRoadProfilo di temperaturaMix-design volumetricoRUMACFerroviaBitume
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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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