Search results for "bitumi"

showing 10 items of 28 documents

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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Recommendation of RILEM TC237-SIB: protocol for characterization of recycled asphalt (RA) materials for pavement applications

2018

This recommendation proposes an experimental protocol to characterize Recycled Asphalt (RA) materials. The guidelines presented in this document are based on the results of a Round Robin Test (RRT) organized by the RILEM Technical Committee 237-SIB “Testing and characterization of sustainable innovative bituminous materials and systems” and provide information on the testing procedure, data analysis and indications for the preparation of a test report.

Engineeringrecycled aphalt0211 other engineering and technologies02 engineering and technologyConstruction engineeringTest reportTesting Protocol021105 building & construction0502 economics and businessSettore ICAR/04 - Strade Ferrovie Ed AeroportiGeneral Materials ScienceTechnical committeeCivil and Structural EngineeringProtocol (science)050210 logistics & transportationbusiness.industryroad pavement recycled aphalt testing05 social sciencesBuilding and ConstructionBituminous materialstestingCharacterization (materials science)Mechanics of MaterialsAsphaltroad pavementRound Robin Test (RRT)Round robin testbusinessRecycled Asphalt (RA)
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Bio materials with reclaimed asphalt: from lab mixes properties to non-damaged full scale monitoring and mechanical simulation

2019

Three innovative environmentally friendly pavement materials, designed with 50% of Reclaimed Asphalt and three different biomaterials (2 bio-additivated bitumens and 1 bio-binder), were produced in an industrial plant. These mixes were tested in lab and also at full scale using an Accelerated Pavement Test facility. The asphalt mix viscoelastic properties were measured in lab and their intrinsic viscoelastic response were simulated. These rheological models are used to simulate the pavement mechanical response using both elastic and viscoelastic multilayer codes. Hence, full scale measurement performed during the full scale test at an early stage (without damages) can be compared with these…

JAUGE DE CONTRAINTERECYCLINGRECUPERATION0211 other engineering and technologiesFull scaleBio based02 engineering and technologypavemenViscoelasticity[SPI.MAT]Engineering Sciences [physics]/MaterialsELASTIC SIMULATIONVISCOELASTIC SIMULATIONRESISTANCE (MATER)RheologyBIOMATERIALMATERIAUENROBE BITUMINEUX021105 building & construction0502 economics and businessBIOMATERIAULIANT BITUMINEUXMONITORINGRESISTANCE DES MATERIAUXCivil and Structural Engineering050210 logistics & transportationWaste management05 social sciencesBiomaterialSIMULATION VISCOELASTIQUEEnvironmentally friendlySTRAIN GAUGEDALLAGESIMULATION ELASTIQUEASPHALT MIXPAVEMENTVISCOELASTICITEAsphaltENROBESIMULATIONEnvironmental scienceStructural health monitoringMATERIAU BIOSOURCE
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Characterization of rubberized asphalt for railway sub-ballast. Improvements in the mix-design, performance features and rational methodology of HMA_…

2018

(STR) can be incorporated into asphalt mixtures in two different methods, which are referred to as the wet-dry process. The blending of recycled rubber (CRM) with asphalt has been used for years, and several manufacturing processes have been developed in Europe as well as in the USA. The use of a bituminous sub-ballast layer has been pointed out as an exciting alternative to the granular sub-ballast design traditionally applied in most railroad tracks. Frequently, unbound granular materials are replaced by bituminous sub-ballast that provide additional benefits to the subgrade protection. Much research has been conducted on finding other alternative material to be used as a modifier in asph…

MarshallPlusride-Generic mixtures.CompactionTraffic spectrumElasticityRailway Bituminous sub-ballast Granular sub-ballast Hot mix asphalt Superpave Crumb rubberESALRoadTemperature profileSettore ICAR/04 - Strade Ferrovie Ed AeroportiRUMACTensile strainFatigueSwelling and Rebounding effect
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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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Recommendation of RILEM TC237-SIB on fragmentation test for recycled asphalt

2019

This recommendation describes how to characterize the reclaimed asphalt through the fragmentation test. The guidelines given hereafter are based on the results of a round robin test organized by the RILEM Technical Committee 237-SIB ‘‘Testing and characterization of sustainable innovative bituminous materials and systems’’ and provide information on the testing procedure, data analysis and indications for the preparation of a test report.

Reclaimed asphalt (RA)Round robin test (RRT)Computer science0211 other engineering and technologies02 engineering and technologyBuilding and ConstructionBituminous materialsFragmentation testCivil engineeringTest (assessment)Market fragmentationTest reportMechanics of MaterialsAsphalt021105 building & constructionFragmentation test; Reclaimed asphalt (RA); Round robin test (RRT)General Materials ScienceTechnical committeeRound robin testCivil and Structural Engineering
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Toward more realistic viscosity measurements of tyre rubber–bitumen blends

2014

AbstractThe measurement of rheological properties of the tyre rubber bitumen blends is often challenging due to presence of suspended tyre rubber’s crumbs. Furthermore, the phase separation during the course of measurements makes the viscosity of these non-homogeneous blends difficult to ascertain. In this study, a new dual helical impeller was designed and manufactured to be used with a rotational viscometer in order to have a real-time control of the viscosity while performing a laboratory mixing of the blends. Layer based manufacturing techniques showed to be a convenient method to produce complex shaped impeller prototypes before manufacturing the more expensive stainless steel assembly…

Recycled tyre rubberEngineeringbituminous materials Calibration Electric discharges Impellers Manufacture Rapid prototyping Rate constants Real time control Rubber Stainless steel Tires Viscometers Viscosity Viscosity measurementViscometryMixing (process engineering)ViscosityImpellerMaterials Science(all)Natural rubberRheologyElectrical discharge machiningSettore ICAR/04 - Strade Ferrovie Ed AeroportiGeneral Materials ScienceComposite materialCivil and Structural EngineeringComplex fluidRapid prototypingbusiness.industryViscometerBuilding and ConstructionDual helical impellerShear rateRubberised bitumenvisual_artvisual_art.visual_art_mediumSettore ICAR/08 - Scienza Delle CostruzionibusinessConstruction and Building Materials
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Indagine di laboratorio sulla permeabilità dei conglomerati bituminosi aperti

2010

I conglomerati bituminosi aperti utilizzati nelle pavimentazioni drenanti-fonoassorbenti devono garantire in opera precise e specifiche prestazioni in termini di conducibilità idraulica e rifrazione acustica, la cui quantificazione è demandata a indagini da effettuare “a posteriori” sulla sovrastruttura già realizzata. Questa prassi, registrata e regolata dai principali e più significativi Capitolati speciali per opere stradali, mostra un notevole limite qualora si voglia stabilire “a priori” il livello di prestazione del conglomerato, misurando il valore della grandezza in esame - per esempio la permeabilità - già in ambito di laboratorio e progettando di conseguenza la miscela, intervenen…

Settore ICAR/04 - Strade Ferrovie Ed AeroportiConglomerati bituminosi aperti pavimentazioni drenanti
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Modellazione FEM del comportamento visco-elastoplastico di conglomerati bituminosi per uso stradale

2010

In questo lavoro si è voluto formulare un modello per descrivere il comportamento meccanico del conglomerato bituminoso di uso stradale che può essere facilmente implementato in programmi software FEM di uso comune, al fine di effettuare una rigorosa analisi strutturale delle pavimentazioni flessibili. Dopo una breve rassegna dei modelli costitutivi esistenti, a partire dai più semplici fino ai più complessi, è possibile concludere che un corretto metodo di modellazione consiste nel dividere la risposta del materiale, in termini di deformazione totale, nelle diverse componenti e di descriverle tutte separatamente. Nel confronto con i risultati sperimentali, il modello proposto è in grado di…

Settore ICAR/04 - Strade Ferrovie Ed AeroportiConglomerati bituminosi analisi FEM visco-elastoplasticità
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Morfologia ed analisi delle immagini applicate allo studio dei bitumi modificati con polimeri

2009

Vengono presentati i risultati di uno studio di laboratorio condotto su campioni di bitume modificato con diversi tipi di polimeri e precisamente Stirene-butadienestirene (SBS), Etilen-vinilacetato (EVA) ed etilen-butilacrilato (EBA), le cui proprietà fisico-chimiche vengono riportate nell’articolo.

Settore ICAR/04 - Strade Ferrovie Ed Aeroportibitumi modificati SBS EVA EBA morfologia microscopia a fluorescenza analisi delle immagini
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