Rodyti trumpą aprašą

dc.contributor.authorVaitkus, Audrius
dc.contributor.authorKilas, Mindaugas
dc.contributor.authorTuminienė, Faustina
dc.contributor.authorPerveneckas, Zigmantas
dc.date.accessioned2023-09-18T19:09:59Z
dc.date.available2023-09-18T19:09:59Z
dc.date.issued2011
dc.identifier.other(BIS)VGT02-000024893
dc.identifier.urihttps://etalpykla.vilniustech.lt/handle/123456789/136305
dc.description.abstractWarm mix asphalt (WMA) technologies allow to reduce hot mix asphalt (HMA) production and compaction temperatures without compromising asphalt mix workability and its physical mechanical properties. The use of WMA technologies is no new for countries such as USA, Canada, Mexico, Germany, France, Italy, Switzerland, Belgium, Denmark et al. During the last 10 years large amount of experimental laboratory and field researches were carried out with different WMA technologies around the world. Possibility for the use of WMA mixtures in Lithuania have been also analysed and evaluated recently. This article represents the short overview of different WMA technologies, advantages and disadvantages of these technologies compared to traditional HMA. It also presents WMA experimental laboratory researches done in Lithuania during the last 3 years by Road Research Institute of Vilnius Gediminas Technical University. Main goal of these researches were to define optimal amount of chosen WMA additives and their influence to physical mechanical properties of different type asphalt mixes (usually produced in Lithuania). Water bearing, organic, and chemical additives were used to lower asphalt mixes production and compaction temperatures. After analysing and systemizing data obtained from laboratory tests the most suitable technologies were chosen and in autumn of 2009 three experimental road sections were made by using these technologies. This article also presents field researches done in these three trial sections. Analysis and evaluation of WMA technologies used for road sections is given in this article along with recommendations for the further research and use of WMA in Lithuania.eng
dc.format.extentp. 1227-1234
dc.format.mediumtekstas / txt
dc.language.isoeng
dc.source.urihttp://leidykla.vgtu.lt/conferences/Enviro2011/Articles/5/1227_1234_Vaitkus_Kilas_Tuminiene_Perveneckas.pdf
dc.titleExperience of use of warm mix asphalt in Lithuania
dc.typeStraipsnis recenzuotame konferencijos darbų leidinyje / Paper published in peer-reviewed conference publication
dcterms.references24
dc.type.pubtypeP1d - Straipsnis recenzuotame konferencijos darbų leidinyje / Article published in peer-reviewed conference proceedings
dc.contributor.institutionVilniaus Gedimino technikos universitetas
dc.contributor.institutionLietuvos Respublikos susisiekimo ministerija
dc.contributor.facultyAplinkos inžinerijos fakultetas / Faculty of Environmental Engineering
dc.contributor.departmentKelių tyrimo institutas / Road Research Institute
dc.subject.researchfieldT 002 - Statybos inžinerija / Construction and engineering
dc.subject.enWarm mix asphalt
dc.subject.enWMA additives
dc.subject.enMarshall stability
dc.subject.enMarshall flow
dc.subject.enIndirect tensile strength
dc.subject.enAir voids
dcterms.sourcetitle8th International Conference "Environmental Engineering", May 19-20, 2011, Vilnius, Lithuania CD
dc.publisher.nameTechnika
dc.publisher.cityVilnius
dc.identifier.elaba3988772


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