Performance of mortars with the Performance of mortars with the addition of septic tank sludge ash of septic tank sludge ash

Detalhes bibliográficos
Autor(a) principal: Ingunza, Maria Del Pilar Durante
Data de Publicação: 2018
Outros Autores: Camarini, Gladis, Costa, Felipe Murilo Silva da
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Repositório Institucional da UFRN
Texto Completo: https://repositorio.ufrn.br/handle/123456789/30513
Resumo: This paper studies the performance of mortars with the addition of septic tank sludge ash (SA). The sludge is a non-dangerous and non-inert residue. The cement-sand content is 1:3, in mass, commonly used for masonry in building construction. The percentages of sludge ash additions were 5, 10, 15, 20, 25 and 30% related to the cement mass. The results show that the addition of SA improves the general condition of the mortars, within the limits studied in this paper, providing better performance on both fresh and hardened states 2017
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spelling Ingunza, Maria Del Pilar DuranteCamarini, GladisCosta, Felipe Murilo Silva da2020-10-29T14:53:31Z2020-10-29T14:53:31Z2018-01-30INGUNZA, Maria del Pilar Durante; CAMARINI, Gladis; COSTA, Felipe Murilo Silva da. Performance of mortars with the addition of septic tank sludge ash. Construction and Building Materials, [s.l.], v. 160, p. 308-315, jan. 2018. Disponível em: https://www.sciencedirect.com/science/article/abs/pii/S095006181732264X?via%3Dihub. Acesso em: 20 out. 2020. http://dx.doi.org/10.1016/j.conbuildmat.2017.11.053.0950-0618https://repositorio.ufrn.br/handle/123456789/3051310.1016/j.conbuildmat.2017.11.053ElsevierSeptic tank sludge ashMortarsPortland cementPerformancePerformance of mortars with the Performance of mortars with the addition of septic tank sludge ash of septic tank sludge ashinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articleThis paper studies the performance of mortars with the addition of septic tank sludge ash (SA). The sludge is a non-dangerous and non-inert residue. The cement-sand content is 1:3, in mass, commonly used for masonry in building construction. The percentages of sludge ash additions were 5, 10, 15, 20, 25 and 30% related to the cement mass. The results show that the addition of SA improves the general condition of the mortars, within the limits studied in this paper, providing better performance on both fresh and hardened states 2017engreponame:Repositório Institucional da UFRNinstname:Universidade Federal do Rio Grande do Norte (UFRN)instacron:UFRNinfo:eu-repo/semantics/openAccessCC-LICENSElicense_rdflicense_rdfapplication/rdf+xml; charset=utf-8914https://repositorio.ufrn.br/bitstream/123456789/30513/2/license_rdf4d2950bda3d176f570a9f8b328dfbbefMD52LICENSElicense.txtlicense.txttext/plain; charset=utf-81484https://repositorio.ufrn.br/bitstream/123456789/30513/3/license.txte9597aa2854d128fd968be5edc8a28d9MD53TEXTPerformanceMortarsWithAddition_Ingunza_2018.pdf.txtPerformanceMortarsWithAddition_Ingunza_2018.pdf.txtExtracted texttext/plain22932https://repositorio.ufrn.br/bitstream/123456789/30513/4/PerformanceMortarsWithAddition_Ingunza_2018.pdf.txt3276186a529ef413c33620585ca480b7MD54THUMBNAILPerformanceMortarsWithAddition_Ingunza_2018.pdf.jpgPerformanceMortarsWithAddition_Ingunza_2018.pdf.jpgGenerated Thumbnailimage/jpeg1726https://repositorio.ufrn.br/bitstream/123456789/30513/5/PerformanceMortarsWithAddition_Ingunza_2018.pdf.jpg32ed12eb2587b7b3bd5c5401a8744074MD55123456789/305132023-02-02 16:34:16.559oai:https://repositorio.ufrn.br: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Repositório de PublicaçõesPUBhttp://repositorio.ufrn.br/oai/opendoar:2023-02-02T19:34:16Repositório Institucional da UFRN - Universidade Federal do Rio Grande do Norte (UFRN)false
dc.title.pt_BR.fl_str_mv Performance of mortars with the Performance of mortars with the addition of septic tank sludge ash of septic tank sludge ash
title Performance of mortars with the Performance of mortars with the addition of septic tank sludge ash of septic tank sludge ash
spellingShingle Performance of mortars with the Performance of mortars with the addition of septic tank sludge ash of septic tank sludge ash
Ingunza, Maria Del Pilar Durante
Septic tank sludge ash
Mortars
Portland cement
Performance
title_short Performance of mortars with the Performance of mortars with the addition of septic tank sludge ash of septic tank sludge ash
title_full Performance of mortars with the Performance of mortars with the addition of septic tank sludge ash of septic tank sludge ash
title_fullStr Performance of mortars with the Performance of mortars with the addition of septic tank sludge ash of septic tank sludge ash
title_full_unstemmed Performance of mortars with the Performance of mortars with the addition of septic tank sludge ash of septic tank sludge ash
title_sort Performance of mortars with the Performance of mortars with the addition of septic tank sludge ash of septic tank sludge ash
author Ingunza, Maria Del Pilar Durante
author_facet Ingunza, Maria Del Pilar Durante
Camarini, Gladis
Costa, Felipe Murilo Silva da
author_role author
author2 Camarini, Gladis
Costa, Felipe Murilo Silva da
author2_role author
author
dc.contributor.author.fl_str_mv Ingunza, Maria Del Pilar Durante
Camarini, Gladis
Costa, Felipe Murilo Silva da
dc.subject.por.fl_str_mv Septic tank sludge ash
Mortars
Portland cement
Performance
topic Septic tank sludge ash
Mortars
Portland cement
Performance
description This paper studies the performance of mortars with the addition of septic tank sludge ash (SA). The sludge is a non-dangerous and non-inert residue. The cement-sand content is 1:3, in mass, commonly used for masonry in building construction. The percentages of sludge ash additions were 5, 10, 15, 20, 25 and 30% related to the cement mass. The results show that the addition of SA improves the general condition of the mortars, within the limits studied in this paper, providing better performance on both fresh and hardened states 2017
publishDate 2018
dc.date.issued.fl_str_mv 2018-01-30
dc.date.accessioned.fl_str_mv 2020-10-29T14:53:31Z
dc.date.available.fl_str_mv 2020-10-29T14:53:31Z
dc.type.status.fl_str_mv info:eu-repo/semantics/publishedVersion
dc.type.driver.fl_str_mv info:eu-repo/semantics/article
format article
status_str publishedVersion
dc.identifier.citation.fl_str_mv INGUNZA, Maria del Pilar Durante; CAMARINI, Gladis; COSTA, Felipe Murilo Silva da. Performance of mortars with the addition of septic tank sludge ash. Construction and Building Materials, [s.l.], v. 160, p. 308-315, jan. 2018. Disponível em: https://www.sciencedirect.com/science/article/abs/pii/S095006181732264X?via%3Dihub. Acesso em: 20 out. 2020. http://dx.doi.org/10.1016/j.conbuildmat.2017.11.053.
dc.identifier.uri.fl_str_mv https://repositorio.ufrn.br/handle/123456789/30513
dc.identifier.issn.none.fl_str_mv 0950-0618
dc.identifier.doi.none.fl_str_mv 10.1016/j.conbuildmat.2017.11.053
identifier_str_mv INGUNZA, Maria del Pilar Durante; CAMARINI, Gladis; COSTA, Felipe Murilo Silva da. Performance of mortars with the addition of septic tank sludge ash. Construction and Building Materials, [s.l.], v. 160, p. 308-315, jan. 2018. Disponível em: https://www.sciencedirect.com/science/article/abs/pii/S095006181732264X?via%3Dihub. Acesso em: 20 out. 2020. http://dx.doi.org/10.1016/j.conbuildmat.2017.11.053.
0950-0618
10.1016/j.conbuildmat.2017.11.053
url https://repositorio.ufrn.br/handle/123456789/30513
dc.language.iso.fl_str_mv eng
language eng
dc.rights.driver.fl_str_mv info:eu-repo/semantics/openAccess
eu_rights_str_mv openAccess
dc.publisher.none.fl_str_mv Elsevier
publisher.none.fl_str_mv Elsevier
dc.source.none.fl_str_mv reponame:Repositório Institucional da UFRN
instname:Universidade Federal do Rio Grande do Norte (UFRN)
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