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Prilog projektovanju vodonepropusnih slojeva deponija

dc.creatorKaranac, Milica
dc.creatorJovanović, Mića
dc.creatorTimmermans, Eugène
dc.creatorMulleneers, Huib
dc.creatorMihajlović, Marina
dc.creatorJovanović, Jovan
dc.date.accessioned2021-03-10T12:01:32Z
dc.date.available2021-03-10T12:01:32Z
dc.date.issued2013
dc.identifier.issn0367-598X
dc.identifier.urihttp://TechnoRep.tmf.bg.ac.rs/handle/123456789/2306
dc.description.abstractLandfills are complex systems that could potentially contaminate the environment. This needs to be prevented by providing impermeability during the landfill design. In this aim, the related regulations should be followed and adequate materials that provide impermeability should be used. The first part of the paper presents a review of the current regulations, interpretations, and recommendations from the U.S., EU and Republic of Serbia. Knowing that the Serbian regulation should fully follow the related European Directive, some inadequate formulations and terms were observed in the analyses related to the Directive Annex I, 3.2. Request of the Regulation that deals with the bottom of the landfill leakage is formulated differently than in the Directive as well. The mentioned problems enable some design solutions that are not among the best available techniques. In the second part, the paper presents a comparative analysis of possible alternatives in impermeable layer design, both for the bottom and landfill cover. Some materials like clay, CCL, GCL might not be able to satisfy the prescribed requirements. The longest lifetime and the lowest coefficient of permeability, as well as excellent mechanical, chemical and thermal stability, show the mixture of sand, bentonite and polymers (PEBSM).en
dc.description.abstractDeponije predstavljaju složen sistem koji potencijalno može zagaditi životnu sredinu, što se sprečava obezbeđenjem vodonepropusnosti prilikom njihovog projektovanja. Prvi deo preglednog rada bavi se analizom odgovarajućih tehničkih propisa, tumačenja i preporuka iz SAD, EU i Srbije, u cilju podsticanja valjanog usaglašavanja domaće prakse i propisa sa najboljim dostupnim tehnikama na međunarodnom nivou. U drugom delu rada uporedno su analizirane alternative prilikom projektovanja vodonepropusnih slojeva za oblaganje dna i prekrivanje deponija. Opisane su slabosti i prednosti korišćenja prirodne gline, bentonita, geosintetičke glinene obloge i različitih mešavina peska, bentonita i polimera. Rad zaključno formuliše predlog unapređenja nacionalnog propisa o odlaganju otpada na deponije.sr
dc.publisherAssociation of Chemical Engineers of Serbia
dc.relationinfo:eu-repo/grantAgreement/MESTD/Technological Development (TD or TR)/34009/RS//
dc.rightsopenAccess
dc.rights.urihttps://creativecommons.org/licenses/by-nc-nd/4.0/
dc.sourceHemijska industrija
dc.subjectlandfill designen
dc.subjectlandfill impermeabilityen
dc.subjectartificial geological barrieren
dc.subjectprojektovanje deponijasr
dc.subjectveštačka geološka barijerasr
dc.titleImpermeable layers in landfill designen
dc.titlePrilog projektovanju vodonepropusnih slojeva deponijasr
dc.typearticle
dc.rights.licenseBY-NC-ND
dc.citation.epage973
dc.citation.issue6
dc.citation.other67(6): 961-973
dc.citation.rankM23
dc.citation.spage961
dc.citation.volume67
dc.identifier.doi10.2298/HEMIND121227012K
dc.identifier.fulltexthttp://TechnoRep.tmf.bg.ac.rs/bitstream/id/8955/0367-598X1306961K.pdf
dc.identifier.scopus2-s2.0-84891400443
dc.identifier.wos000329540700010
dc.type.versionpublishedVersion


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