Please use this identifier to cite or link to this item: http://repositorio.lnec.pt:8080/jspui/handle/123456789/1016008
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dc.contributor.authorBarroso, M. P.pt_BR
dc.date.accessioned2023-02-13T15:41:34Zpt_BR
dc.date.accessioned2023-02-28T12:35:32Z-
dc.date.available2023-02-13T15:41:34Zpt_BR
dc.date.available2023-02-28T12:35:32Z-
dc.date.issued2005-03-23pt_BR
dc.identifier.urihttps://repositorio.lnec.pt/jspui/handle/123456789/1016008-
dc.description.abstractThe disposal of waste materials is a matter of increasing public concern. The major component of solid waste disposal systems in almost every country is the landfill. During the last three decades, the practice of landfilling has developed into fully engineering facilities subject to stringent regulations in order to protect the environment. To limit contaminant migration to levels that will result in negligible impact on the environment, several different types of lining systems can be used for waste containment. The simplest liner consists of either a geomembrane, a CCL or a GCL. Whereas any of these materials can be used as a barrier by itself, modern landfills usually combine two or more components, for example, a geomembrane over a CCL, a geomembrane over a GCL, or geomembrane over a GCL over a CCL, creating a composite liner.pt_BR
dc.language.isoengpt_BR
dc.rightsopenAccesspt_BR
dc.titleFluid Migration through geomembrane and through the interface between geomembrane and geosynthetic clay linerpt_BR
dc.typedoctoralThesispt_BR
dc.identifier.localedicaoCoimbrapt_BR
dc.description.sectorDG/NGEApt_BR
dc.contributor.arquivoSIMpt_BR
Appears in Collections:DG/NGEA - Programas de Investigação, Teses e Trabalhos de Síntese

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