Effect of wastes from sugar cane industry on the mechanical and hydraulic properties of pervious concrete
| Autor(a) principal: | |
|---|---|
| Data de Publicação: | 2021 |
| Outros Autores: | , , , , |
| Tipo de documento: | Artigo |
| Idioma: | eng |
| Título da fonte: | Repositório Institucional da UNESP |
| Texto Completo: | http://dx.doi.org/10.1080/14680629.2021.1927156 http://hdl.handle.net/11449/206375 |
Resumo: | Pervious concrete is a construction material widely used in pervious pavements. Pozzolanic materials replacing partially Portland cement can improve mechanical and hydraulic issues associated with the use of pervious concrete. This paper reports the use of wastes from the sugar cane industry (sugar cane bagasse ash and sugar cane straw ash) and their influence on the mechanical and hydraulic properties of pervious concrete for different binder:aggregate mass ratio (1:3.5, 1:4.0, 1:4.5, 1:5.0). The assessed pervious concrete achieved a compressive strength in the range 7.4–14.2 MPa, a total porosity between 26.4 and 32.4% and an infiltration rate of 0.6–1.3 cm/s. |
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Effect of wastes from sugar cane industry on the mechanical and hydraulic properties of pervious concretePervious concretepozzolanssugar cane bagasse ashsugar cane straw ashPervious concrete is a construction material widely used in pervious pavements. Pozzolanic materials replacing partially Portland cement can improve mechanical and hydraulic issues associated with the use of pervious concrete. This paper reports the use of wastes from the sugar cane industry (sugar cane bagasse ash and sugar cane straw ash) and their influence on the mechanical and hydraulic properties of pervious concrete for different binder:aggregate mass ratio (1:3.5, 1:4.0, 1:4.5, 1:5.0). The assessed pervious concrete achieved a compressive strength in the range 7.4–14.2 MPa, a total porosity between 26.4 and 32.4% and an infiltration rate of 0.6–1.3 cm/s.Grupo de Pesquisa MAC–Materiais Alternativos de Construção Universidade Estadual Paulista (UNESP) Campus de Ilha SolteiraICITECH–GIQUIMA Group–Grupo de Investigación en Química de los Materiales de Construcción Instituto de Ciencia y Tecnología del Hormigón Universitat Politècnica de ValenciaGrupo de Pesquisa MAC–Materiais Alternativos de Construção Universidade Estadual Paulista (UNESP) Campus de Ilha SolteiraUniversidade Estadual Paulista (Unesp)Universitat Politècnica de Valenciada Silva, R. G. [UNESP]Bortoletto, M. [UNESP]Bigotto, S. A.M. [UNESP]Akasaki, J. L. [UNESP]Soriano, L.Tashima, M. M. [UNESP]2021-06-25T10:30:57Z2021-06-25T10:30:57Z2021-01-01info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articlehttp://dx.doi.org/10.1080/14680629.2021.1927156Road Materials and Pavement Design.2164-74021468-0629http://hdl.handle.net/11449/20637510.1080/14680629.2021.19271562-s2.0-85106326804Scopusreponame:Repositório Institucional da UNESPinstname:Universidade Estadual Paulista (UNESP)instacron:UNESPengRoad Materials and Pavement Designinfo:eu-repo/semantics/openAccess2021-10-23T04:23:59Zoai:repositorio.unesp.br:11449/206375Repositório InstitucionalPUBhttp://repositorio.unesp.br/oai/requestopendoar:29462021-10-23T04:23:59Repositório Institucional da UNESP - Universidade Estadual Paulista (UNESP)false |
| dc.title.none.fl_str_mv |
Effect of wastes from sugar cane industry on the mechanical and hydraulic properties of pervious concrete |
| title |
Effect of wastes from sugar cane industry on the mechanical and hydraulic properties of pervious concrete |
| spellingShingle |
Effect of wastes from sugar cane industry on the mechanical and hydraulic properties of pervious concrete da Silva, R. G. [UNESP] Pervious concrete pozzolans sugar cane bagasse ash sugar cane straw ash |
| title_short |
Effect of wastes from sugar cane industry on the mechanical and hydraulic properties of pervious concrete |
| title_full |
Effect of wastes from sugar cane industry on the mechanical and hydraulic properties of pervious concrete |
| title_fullStr |
Effect of wastes from sugar cane industry on the mechanical and hydraulic properties of pervious concrete |
| title_full_unstemmed |
Effect of wastes from sugar cane industry on the mechanical and hydraulic properties of pervious concrete |
| title_sort |
Effect of wastes from sugar cane industry on the mechanical and hydraulic properties of pervious concrete |
| author |
da Silva, R. G. [UNESP] |
| author_facet |
da Silva, R. G. [UNESP] Bortoletto, M. [UNESP] Bigotto, S. A.M. [UNESP] Akasaki, J. L. [UNESP] Soriano, L. Tashima, M. M. [UNESP] |
| author_role |
author |
| author2 |
Bortoletto, M. [UNESP] Bigotto, S. A.M. [UNESP] Akasaki, J. L. [UNESP] Soriano, L. Tashima, M. M. [UNESP] |
| author2_role |
author author author author author |
| dc.contributor.none.fl_str_mv |
Universidade Estadual Paulista (Unesp) Universitat Politècnica de Valencia |
| dc.contributor.author.fl_str_mv |
da Silva, R. G. [UNESP] Bortoletto, M. [UNESP] Bigotto, S. A.M. [UNESP] Akasaki, J. L. [UNESP] Soriano, L. Tashima, M. M. [UNESP] |
| dc.subject.por.fl_str_mv |
Pervious concrete pozzolans sugar cane bagasse ash sugar cane straw ash |
| topic |
Pervious concrete pozzolans sugar cane bagasse ash sugar cane straw ash |
| description |
Pervious concrete is a construction material widely used in pervious pavements. Pozzolanic materials replacing partially Portland cement can improve mechanical and hydraulic issues associated with the use of pervious concrete. This paper reports the use of wastes from the sugar cane industry (sugar cane bagasse ash and sugar cane straw ash) and their influence on the mechanical and hydraulic properties of pervious concrete for different binder:aggregate mass ratio (1:3.5, 1:4.0, 1:4.5, 1:5.0). The assessed pervious concrete achieved a compressive strength in the range 7.4–14.2 MPa, a total porosity between 26.4 and 32.4% and an infiltration rate of 0.6–1.3 cm/s. |
| publishDate |
2021 |
| dc.date.none.fl_str_mv |
2021-06-25T10:30:57Z 2021-06-25T10:30:57Z 2021-01-01 |
| 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.uri.fl_str_mv |
http://dx.doi.org/10.1080/14680629.2021.1927156 Road Materials and Pavement Design. 2164-7402 1468-0629 http://hdl.handle.net/11449/206375 10.1080/14680629.2021.1927156 2-s2.0-85106326804 |
| url |
http://dx.doi.org/10.1080/14680629.2021.1927156 http://hdl.handle.net/11449/206375 |
| identifier_str_mv |
Road Materials and Pavement Design. 2164-7402 1468-0629 10.1080/14680629.2021.1927156 2-s2.0-85106326804 |
| dc.language.iso.fl_str_mv |
eng |
| language |
eng |
| dc.relation.none.fl_str_mv |
Road Materials and Pavement Design |
| dc.rights.driver.fl_str_mv |
info:eu-repo/semantics/openAccess |
| eu_rights_str_mv |
openAccess |
| dc.source.none.fl_str_mv |
Scopus reponame:Repositório Institucional da UNESP instname:Universidade Estadual Paulista (UNESP) instacron:UNESP |
| instname_str |
Universidade Estadual Paulista (UNESP) |
| instacron_str |
UNESP |
| institution |
UNESP |
| reponame_str |
Repositório Institucional da UNESP |
| collection |
Repositório Institucional da UNESP |
| repository.name.fl_str_mv |
Repositório Institucional da UNESP - Universidade Estadual Paulista (UNESP) |
| repository.mail.fl_str_mv |
|
| _version_ |
1792961451965546496 |