Evaluating hydraulic conductivity of soil-waste mixtures for use in sanitary landfill waterproof barriers

Detalhes bibliográficos
Autor(a) principal: Bressan Junior,José Carlos
Data de Publicação: 2022
Outros Autores: Zampieri,Lucas Quiocca, Nienov,Fabiano Alexandre, Luvizão,Gislaine, Pedroso,Milena Junges
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Ambiente construído (Online)
Texto Completo: http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1678-86212022000400077
Resumo: Abstract Soilwaste has become an economically viable and sustainable solution in geotechnical engineering, whereas many industrial tailings, when associated with other materials are able to satisfy the properties required in projects. This study aimed to form incorporated soil mixtures with two types of waste aiming to use them in landfill liners. Six soil-waste mixtures were developed, where the waste quantity and the compaction energy were varied. They were normal (NOR) and modified (MOD). The formulated mixtures were: 0R-NOR, 10LM-NOR, 10AG-NOR, 0R-MOD, 10LM-MOD and 10AG-MOD, where 10LM means an addition of 10% lime-mud and 10AG means an addition of 10% agricultural-gypsum, both in relation to dry soil mass. The mixtures were subjected to the variable load permeability test to verify them in terms of the required liner parameters. It is worth mentioning that both compaction energy and waste addition were able to reduce soil permeability, however, the percentage of material added to the mixture was not sufficient to reach values lower than E-07 cm/s.
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spelling Evaluating hydraulic conductivity of soil-waste mixtures for use in sanitary landfill waterproof barriersSoil wastePermeabilitySanitary landfillSustainabilityAbstract Soilwaste has become an economically viable and sustainable solution in geotechnical engineering, whereas many industrial tailings, when associated with other materials are able to satisfy the properties required in projects. This study aimed to form incorporated soil mixtures with two types of waste aiming to use them in landfill liners. Six soil-waste mixtures were developed, where the waste quantity and the compaction energy were varied. They were normal (NOR) and modified (MOD). The formulated mixtures were: 0R-NOR, 10LM-NOR, 10AG-NOR, 0R-MOD, 10LM-MOD and 10AG-MOD, where 10LM means an addition of 10% lime-mud and 10AG means an addition of 10% agricultural-gypsum, both in relation to dry soil mass. The mixtures were subjected to the variable load permeability test to verify them in terms of the required liner parameters. It is worth mentioning that both compaction energy and waste addition were able to reduce soil permeability, however, the percentage of material added to the mixture was not sufficient to reach values lower than E-07 cm/s.Associação Nacional de Tecnologia do Ambiente Construído - ANTAC2022-12-01info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersiontext/htmlhttp://old.scielo.br/scielo.php?script=sci_arttext&pid=S1678-86212022000400077Ambiente Construído v.22 n.4 2022reponame:Ambiente construído (Online)instname:Associação Nacional de Tecnologia do Ambiente Construído (ANTAC)instacron:ANTAC10.1590/s1678-86212022000400629info:eu-repo/semantics/openAccessBressan Junior,José CarlosZampieri,Lucas QuioccaNienov,Fabiano AlexandreLuvizão,GislainePedroso,Milena Jungeseng2022-09-05T00:00:00Zoai:scielo:S1678-86212022000400077Revistahttps://seer.ufrgs.br/ambienteconstruidohttps://old.scielo.br/oai/scielo-oai.php||ambienteconstruido@ufrgs.br1678-86211415-8876opendoar:2022-09-05T00:00Ambiente construído (Online) - Associação Nacional de Tecnologia do Ambiente Construído (ANTAC)false
dc.title.none.fl_str_mv Evaluating hydraulic conductivity of soil-waste mixtures for use in sanitary landfill waterproof barriers
title Evaluating hydraulic conductivity of soil-waste mixtures for use in sanitary landfill waterproof barriers
spellingShingle Evaluating hydraulic conductivity of soil-waste mixtures for use in sanitary landfill waterproof barriers
Bressan Junior,José Carlos
Soil waste
Permeability
Sanitary landfill
Sustainability
title_short Evaluating hydraulic conductivity of soil-waste mixtures for use in sanitary landfill waterproof barriers
title_full Evaluating hydraulic conductivity of soil-waste mixtures for use in sanitary landfill waterproof barriers
title_fullStr Evaluating hydraulic conductivity of soil-waste mixtures for use in sanitary landfill waterproof barriers
title_full_unstemmed Evaluating hydraulic conductivity of soil-waste mixtures for use in sanitary landfill waterproof barriers
title_sort Evaluating hydraulic conductivity of soil-waste mixtures for use in sanitary landfill waterproof barriers
author Bressan Junior,José Carlos
author_facet Bressan Junior,José Carlos
Zampieri,Lucas Quiocca
Nienov,Fabiano Alexandre
Luvizão,Gislaine
Pedroso,Milena Junges
author_role author
author2 Zampieri,Lucas Quiocca
Nienov,Fabiano Alexandre
Luvizão,Gislaine
Pedroso,Milena Junges
author2_role author
author
author
author
dc.contributor.author.fl_str_mv Bressan Junior,José Carlos
Zampieri,Lucas Quiocca
Nienov,Fabiano Alexandre
Luvizão,Gislaine
Pedroso,Milena Junges
dc.subject.por.fl_str_mv Soil waste
Permeability
Sanitary landfill
Sustainability
topic Soil waste
Permeability
Sanitary landfill
Sustainability
description Abstract Soilwaste has become an economically viable and sustainable solution in geotechnical engineering, whereas many industrial tailings, when associated with other materials are able to satisfy the properties required in projects. This study aimed to form incorporated soil mixtures with two types of waste aiming to use them in landfill liners. Six soil-waste mixtures were developed, where the waste quantity and the compaction energy were varied. They were normal (NOR) and modified (MOD). The formulated mixtures were: 0R-NOR, 10LM-NOR, 10AG-NOR, 0R-MOD, 10LM-MOD and 10AG-MOD, where 10LM means an addition of 10% lime-mud and 10AG means an addition of 10% agricultural-gypsum, both in relation to dry soil mass. The mixtures were subjected to the variable load permeability test to verify them in terms of the required liner parameters. It is worth mentioning that both compaction energy and waste addition were able to reduce soil permeability, however, the percentage of material added to the mixture was not sufficient to reach values lower than E-07 cm/s.
publishDate 2022
dc.date.none.fl_str_mv 2022-12-01
dc.type.driver.fl_str_mv info:eu-repo/semantics/article
dc.type.status.fl_str_mv info:eu-repo/semantics/publishedVersion
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dc.identifier.uri.fl_str_mv http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1678-86212022000400077
url http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1678-86212022000400077
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv 10.1590/s1678-86212022000400629
dc.rights.driver.fl_str_mv info:eu-repo/semantics/openAccess
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv text/html
dc.publisher.none.fl_str_mv Associação Nacional de Tecnologia do Ambiente Construído - ANTAC
publisher.none.fl_str_mv Associação Nacional de Tecnologia do Ambiente Construído - ANTAC
dc.source.none.fl_str_mv Ambiente Construído v.22 n.4 2022
reponame:Ambiente construído (Online)
instname:Associação Nacional de Tecnologia do Ambiente Construído (ANTAC)
instacron:ANTAC
instname_str Associação Nacional de Tecnologia do Ambiente Construído (ANTAC)
instacron_str ANTAC
institution ANTAC
reponame_str Ambiente construído (Online)
collection Ambiente construído (Online)
repository.name.fl_str_mv Ambiente construído (Online) - Associação Nacional de Tecnologia do Ambiente Construído (ANTAC)
repository.mail.fl_str_mv ||ambienteconstruido@ufrgs.br
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