Thermomechanical evaluation of new geopolymer binder from demolition waste and ignimbrite slits for application in the construction industry
Descripción del Articulo
Geopolymeric mortars with volumetric fractions of 0.6:1:0.3 for a binder powder, fine sand and sodium hydroxide solution (12M), respectively; have been fabricated by mixing the solid materials and the subsequent addition of sodium hydroxide solution 12M to form a workable paste, to later be cured fo...
Autores: | , , |
---|---|
Formato: | artículo |
Fecha de Publicación: | 2019 |
Institución: | Consejo Nacional de Ciencia Tecnología e Innovación |
Repositorio: | CONCYTEC-Institucional |
Lenguaje: | inglés |
OAI Identifier: | oai:repositorio.concytec.gob.pe:20.500.12390/2735 |
Enlace del recurso: | https://hdl.handle.net/20.500.12390/2735 https://doi.org/10.1557/adv.2019.474 |
Nivel de acceso: | acceso abierto |
Materia: | Waste management Cement & concrete Ceramic http://purl.org/pe-repo/ocde/ford#2.03.01 |
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dc.title.none.fl_str_mv |
Thermomechanical evaluation of new geopolymer binder from demolition waste and ignimbrite slits for application in the construction industry |
title |
Thermomechanical evaluation of new geopolymer binder from demolition waste and ignimbrite slits for application in the construction industry |
spellingShingle |
Thermomechanical evaluation of new geopolymer binder from demolition waste and ignimbrite slits for application in the construction industry Mayta-Ponce D.L. Waste management Cement & concrete Ceramic http://purl.org/pe-repo/ocde/ford#2.03.01 |
title_short |
Thermomechanical evaluation of new geopolymer binder from demolition waste and ignimbrite slits for application in the construction industry |
title_full |
Thermomechanical evaluation of new geopolymer binder from demolition waste and ignimbrite slits for application in the construction industry |
title_fullStr |
Thermomechanical evaluation of new geopolymer binder from demolition waste and ignimbrite slits for application in the construction industry |
title_full_unstemmed |
Thermomechanical evaluation of new geopolymer binder from demolition waste and ignimbrite slits for application in the construction industry |
title_sort |
Thermomechanical evaluation of new geopolymer binder from demolition waste and ignimbrite slits for application in the construction industry |
author |
Mayta-Ponce D.L. |
author_facet |
Mayta-Ponce D.L. Soto-Cruz P. Huamán-Mamani F.A. |
author_role |
author |
author2 |
Soto-Cruz P. Huamán-Mamani F.A. |
author2_role |
author author |
dc.contributor.author.fl_str_mv |
Mayta-Ponce D.L. Soto-Cruz P. Huamán-Mamani F.A. |
dc.subject.none.fl_str_mv |
Waste management |
topic |
Waste management Cement & concrete Ceramic http://purl.org/pe-repo/ocde/ford#2.03.01 |
dc.subject.es_PE.fl_str_mv |
Cement & concrete Ceramic |
dc.subject.ocde.none.fl_str_mv |
http://purl.org/pe-repo/ocde/ford#2.03.01 |
description |
Geopolymeric mortars with volumetric fractions of 0.6:1:0.3 for a binder powder, fine sand and sodium hydroxide solution (12M), respectively; have been fabricated by mixing the solid materials and the subsequent addition of sodium hydroxide solution 12M to form a workable paste, to later be cured for 28 days at room temperature. The microstructures of the fabricated materials reveal the existence of two phases with notable difference, one continuous to the geopolymer binder phase and another discontinuous of fine sand particles agglutinated by the binder phase. Mechanical compression tests are performed at a constant compression rate of 0.05 mm/min and at temperatures ranged from room temperature to 500°C. The mechanical results are ranged from 19 and 69 MPa for all the materials studied. On the other hand, there was an increase in mechanical resistance up to test temperatures of 200°C and the progressive reduction of resistance at temperatures above 200°C, with a fragile-ductile transition zone between 400 and 500°C and completely ductile behavior from test temperatures of 500°C. © Materials Research Society 2019. |
publishDate |
2019 |
dc.date.accessioned.none.fl_str_mv |
2024-05-30T23:13:38Z |
dc.date.available.none.fl_str_mv |
2024-05-30T23:13:38Z |
dc.date.issued.fl_str_mv |
2019 |
dc.type.none.fl_str_mv |
info:eu-repo/semantics/article |
format |
article |
dc.identifier.uri.none.fl_str_mv |
https://hdl.handle.net/20.500.12390/2735 |
dc.identifier.doi.none.fl_str_mv |
https://doi.org/10.1557/adv.2019.474 |
dc.identifier.scopus.none.fl_str_mv |
2-s2.0-85097808613 |
url |
https://hdl.handle.net/20.500.12390/2735 https://doi.org/10.1557/adv.2019.474 |
identifier_str_mv |
2-s2.0-85097808613 |
dc.language.iso.none.fl_str_mv |
eng |
language |
eng |
dc.relation.ispartof.none.fl_str_mv |
MRS Advances |
dc.rights.none.fl_str_mv |
info:eu-repo/semantics/openAccess |
eu_rights_str_mv |
openAccess |
dc.publisher.none.fl_str_mv |
Materials Research Society |
publisher.none.fl_str_mv |
Materials Research Society |
dc.source.none.fl_str_mv |
reponame:CONCYTEC-Institucional instname:Consejo Nacional de Ciencia Tecnología e Innovación instacron:CONCYTEC |
instname_str |
Consejo Nacional de Ciencia Tecnología e Innovación |
instacron_str |
CONCYTEC |
institution |
CONCYTEC |
reponame_str |
CONCYTEC-Institucional |
collection |
CONCYTEC-Institucional |
repository.name.fl_str_mv |
Repositorio Institucional CONCYTEC |
repository.mail.fl_str_mv |
repositorio@concytec.gob.pe |
_version_ |
1839175601309614080 |
spelling |
Publicationrp05848600rp07304600rp05846600Mayta-Ponce D.L.Soto-Cruz P.Huamán-Mamani F.A.2024-05-30T23:13:38Z2024-05-30T23:13:38Z2019https://hdl.handle.net/20.500.12390/2735https://doi.org/10.1557/adv.2019.4742-s2.0-85097808613Geopolymeric mortars with volumetric fractions of 0.6:1:0.3 for a binder powder, fine sand and sodium hydroxide solution (12M), respectively; have been fabricated by mixing the solid materials and the subsequent addition of sodium hydroxide solution 12M to form a workable paste, to later be cured for 28 days at room temperature. The microstructures of the fabricated materials reveal the existence of two phases with notable difference, one continuous to the geopolymer binder phase and another discontinuous of fine sand particles agglutinated by the binder phase. Mechanical compression tests are performed at a constant compression rate of 0.05 mm/min and at temperatures ranged from room temperature to 500°C. The mechanical results are ranged from 19 and 69 MPa for all the materials studied. On the other hand, there was an increase in mechanical resistance up to test temperatures of 200°C and the progressive reduction of resistance at temperatures above 200°C, with a fragile-ductile transition zone between 400 and 500°C and completely ductile behavior from test temperatures of 500°C. © Materials Research Society 2019.Consejo Nacional de Ciencia, Tecnología e Innovación Tecnológica - ConcytecengMaterials Research SocietyMRS Advancesinfo:eu-repo/semantics/openAccessWaste managementCement & concrete-1Ceramic-1http://purl.org/pe-repo/ocde/ford#2.03.01-1Thermomechanical evaluation of new geopolymer binder from demolition waste and ignimbrite slits for application in the construction industryinfo:eu-repo/semantics/articlereponame:CONCYTEC-Institucionalinstname:Consejo Nacional de Ciencia Tecnología e Innovacióninstacron:CONCYTEC20.500.12390/2735oai:repositorio.concytec.gob.pe:20.500.12390/27352024-05-30 16:10:56.308http://purl.org/coar/access_right/c_14cbinfo:eu-repo/semantics/closedAccessmetadata only accesshttps://repositorio.concytec.gob.peRepositorio Institucional CONCYTECrepositorio@concytec.gob.pe#PLACEHOLDER_PARENT_METADATA_VALUE##PLACEHOLDER_PARENT_METADATA_VALUE##PLACEHOLDER_PARENT_METADATA_VALUE#<Publication xmlns="https://www.openaire.eu/cerif-profile/1.1/" id="7340550d-3ea1-4881-95bf-244eaf62a942"> <Type xmlns="https://www.openaire.eu/cerif-profile/vocab/COAR_Publication_Types">http://purl.org/coar/resource_type/c_1843</Type> <Language>eng</Language> <Title>Thermomechanical evaluation of new geopolymer binder from demolition waste and ignimbrite slits for application in the construction industry</Title> <PublishedIn> <Publication> <Title>MRS Advances</Title> </Publication> </PublishedIn> <PublicationDate>2019</PublicationDate> <DOI>https://doi.org/10.1557/adv.2019.474</DOI> <SCP-Number>2-s2.0-85097808613</SCP-Number> <Authors> <Author> <DisplayName>Mayta-Ponce D.L.</DisplayName> <Person id="rp05848" /> <Affiliation> <OrgUnit> </OrgUnit> </Affiliation> </Author> <Author> <DisplayName>Soto-Cruz P.</DisplayName> <Person id="rp07304" /> <Affiliation> <OrgUnit> </OrgUnit> </Affiliation> </Author> <Author> <DisplayName>Huamán-Mamani F.A.</DisplayName> <Person id="rp05846" /> <Affiliation> <OrgUnit> </OrgUnit> </Affiliation> </Author> </Authors> <Editors> </Editors> <Publishers> <Publisher> <DisplayName>Materials Research Society</DisplayName> <OrgUnit /> </Publisher> </Publishers> <Keyword>Waste management</Keyword> <Keyword>Cement & concrete</Keyword> <Keyword>Ceramic</Keyword> <Abstract>Geopolymeric mortars with volumetric fractions of 0.6:1:0.3 for a binder powder, fine sand and sodium hydroxide solution (12M), respectively; have been fabricated by mixing the solid materials and the subsequent addition of sodium hydroxide solution 12M to form a workable paste, to later be cured for 28 days at room temperature. The microstructures of the fabricated materials reveal the existence of two phases with notable difference, one continuous to the geopolymer binder phase and another discontinuous of fine sand particles agglutinated by the binder phase. Mechanical compression tests are performed at a constant compression rate of 0.05 mm/min and at temperatures ranged from room temperature to 500°C. The mechanical results are ranged from 19 and 69 MPa for all the materials studied. On the other hand, there was an increase in mechanical resistance up to test temperatures of 200°C and the progressive reduction of resistance at temperatures above 200°C, with a fragile-ductile transition zone between 400 and 500°C and completely ductile behavior from test temperatures of 500°C. © Materials Research Society 2019.</Abstract> <Access xmlns="http://purl.org/coar/access_right" > </Access> </Publication> -1 |
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13.210282 |
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La información contenida en este registro es de entera responsabilidad de la institución que gestiona el repositorio institucional donde esta contenido este documento o set de datos. El CONCYTEC no se hace responsable por los contenidos (publicaciones y/o datos) accesibles a través del Repositorio Nacional Digital de Ciencia, Tecnología e Innovación de Acceso Abierto (ALICIA).