Thermomechanical evaluation of new geopolymer binder from demolition waste and ignimbrite slits for application in the construction industry

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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...

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Detalles Bibliográficos
Autores: Mayta-Ponce D.L., Soto-Cruz P., Huamán-Mamani F.A.
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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repository_id_str 4689
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
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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 &amp; 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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