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Application of dry covers for the closure of tailings facilities

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dc.contributor.author Mylona, E en
dc.contributor.author Xenidis, A en
dc.contributor.author Csovari, M en
dc.contributor.author Nemeth, G en
dc.date.accessioned 2014-03-01T02:44:28Z
dc.date.available 2014-03-01T02:44:28Z
dc.date.issued 2007 en
dc.identifier.issn 09670513 en
dc.identifier.uri https://dspace.lib.ntua.gr/xmlui/handle/123456789/31836
dc.subject Closure en
dc.subject Dry covers en
dc.subject Pécs en
dc.subject Tailings facilities en
dc.subject Uranium tailings en
dc.subject.other acid mine drainage en
dc.subject.other closure en
dc.subject.other design en
dc.subject.other landfill en
dc.subject.other tailings en
dc.subject.other uranium en
dc.subject.other waste disposal en
dc.subject.other waste facility en
dc.subject.other Baranya [Hungary] en
dc.subject.other Central Europe en
dc.subject.other Eurasia en
dc.subject.other Europe en
dc.subject.other Hungary en
dc.subject.other Pecs en
dc.title Application of dry covers for the closure of tailings facilities en
heal.type conferenceItem en
heal.identifier.primary 10.2462/09670513.849 en
heal.identifier.secondary http://dx.doi.org/10.2462/09670513.849 en
heal.publicationDate 2007 en
heal.abstract The design and construction of a cover system represents a major issue in tailings facilities closure. A dry cover system mainly aims to minimize water infiltration and/or inhibition of oxygen diffusion to the underlying waste in order to control acid rock drainage production and metals leaching. Furthermore, dry covers should be resistant to water and wind erosion and provide support for vegetation. They can be simple or complex, ranging from a single layer of earthen material to several layers of different material types, including native soils, geosynthetic materials, inactive tailings and/or waste rock, and organic materials. Different types of dry covers implemented at tailings facilities are reviewed in this paper. Factors affecting the cover design and dictating the long-term performance are discussed. Alternative covers aiming at acid rock drainage control by the incorporation of reactive layers containing alkaline and/or cementitious materials are also described. Finally, a case study, involving the design and application of a multilayered cover in the reclamation of uranium tailings ponds in Pécs, Hungary, is presented. © 2007 EPP Publications Ltd. en
heal.journalName Land Contamination and Reclamation en
dc.identifier.doi 10.2462/09670513.849 en
dc.identifier.volume 15 en
dc.identifier.issue 2 en
dc.identifier.spage 163 en
dc.identifier.epage 182 en


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