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dc.contributor.authorMarinković, Milan
dc.contributor.authorZavadskas, Edmundas Kazimieras
dc.contributor.authorMatić, Bojan
dc.contributor.authorJovanović, Stanislav
dc.contributor.authorDas, Dillip Kumar
dc.contributor.authorSremac, Siniša
dc.date.accessioned2023-09-18T16:18:16Z
dc.date.available2023-09-18T16:18:16Z
dc.date.issued2022
dc.identifier.other(SCOPUS_ID)85129750467
dc.identifier.urihttps://etalpykla.vilniustech.lt/handle/123456789/113004
dc.description.abstractThe construction industry, as one of the most complex sectors, depends on using wasted and recycled materials, timely decision-making, and adequate execution of all activities in supply chains. This paper presents tests of mixtures for cold in-place recycling where existing material is used. In this research, we used cement and bitumen emulsion as well as fly ash, zeolite, slag, and Bakelite. A total of seven mixtures were tested in order to increase sustainability. It was tested the indirect tensile strength and dynamic modulus of elasticity after seven and 28 days for dry specimens, after 28 days for water-saturated specimens and for specimens exposed to frost. After completing the tests using the MEREC (MEthod based on the Removal Effects of Criteria) and CoCoSo (Combined Compromise Solution) multi-criteria model, mixtures were evaluated and ranked in terms of mechanical properties, price, and environmental protection. Considering the ranking of mixtures using the CoCoSo method, the highest quality mixtures, for most combinations of weight factors, are mixtures with slag, mixtures with fly ash, and mixtures with 2% of cement and 2% of bitumen emulsion. Sensitivity analysis was also performed with new simulated values of the criteria in order to determine the individual influence of the criteria on the ranking of mixtures. The conclusions are as follows: the use of bitumen emulsion, cement, waste materials, and other materials in cold recycling would reduce the cost of recycling pavement structures, increase environmental protection, while the mechanical properties of the pavement structures are within acceptable limits.eng
dc.formatPDF
dc.format.extentp. 1-27
dc.format.mediumtekstas / txt
dc.language.isoeng
dc.relation.isreferencedbyScopus
dc.relation.isreferencedbyScience Citation Index Expanded (Web of Science)
dc.titleApplication of wasted and recycled materials for production of stabilized layers of road structures
dc.typeStraipsnis Web of Science DB / Article in Web of Science DB
dcterms.accessRightsThis article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (https://creativecommons.org/licenses/by/4.0/).
dcterms.licenseCreative Commons – Attribution – 4.0 International
dcterms.references68
dc.type.pubtypeS1 - Straipsnis Web of Science DB / Web of Science DB article
dc.contributor.institutionUniversity of Novi Sad
dc.contributor.institutionVilniaus Gedimino technikos universitetas
dc.contributor.institutionUniversity of Kwazulu Natal
dc.contributor.facultyStatybos fakultetas / Faculty of Civil Engineering
dc.subject.researchfieldT 002 - Statybos inžinerija / Construction and engineering
dc.subject.vgtuprioritizedfieldsSD0404 - Statinių skaitmeninis modeliavimas ir tvarus gyvavimo ciklas / BIM and Sustainable lifecycle of the structures
dc.subject.ltspecializationsL104 - Nauji gamybos procesai, medžiagos ir technologijos / New production processes, materials and technologies
dc.subject.encold in-place recycling
dc.subject.enbitumen emulsion
dc.subject.encement
dc.subject.ensustainable supply chain
dc.subject.enwaste and recycled materials
dc.subject.enindirect tensile strength
dc.subject.enMEREC
dc.subject.enCoCoSo
dcterms.sourcetitleBuildings: Sustainable Supply Chain Management in Construction: Resilience, Flexibility, and Innovation
dc.description.issueiss. 5
dc.description.volumevol. 12
dc.publisher.nameMDPI
dc.publisher.cityBasel
dc.identifier.doi2-s2.0-85129750467
dc.identifier.doi85129750467
dc.identifier.doi1
dc.identifier.doi136763475
dc.identifier.doi000802513300001
dc.identifier.doi10.3390/buildings12050552
dc.identifier.elaba130997677


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