Production of a lightweight masonry block using alkaline activated natural pozzolana and natural fibers

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Lightweight geopolymers are alternative low-carbon footprint building materials with high potential to produce value added products for the construction industry such as low-density masonry units. This work focuses on presenting the development of a new lightweight masonry block using natural pozzol...

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Detalles Bibliográficos
Autores: Castañeda D., Silva G., Salirrosas J., Kim S., Bertolotti B., Nakamatsu J., Aguilar R.
Formato: artículo
Fecha de Publicación:2020
Institución:Consejo Nacional de Ciencia Tecnología e Innovación
Repositorio:CONCYTEC-Institucional
Lenguaje:inglés
OAI Identifier:oai:repositorio.concytec.gob.pe:20.500.12390/2509
Enlace del recurso:https://hdl.handle.net/20.500.12390/2509
https://doi.org/10.1016/j.conbuildmat.2020.119143
Nivel de acceso:acceso abierto
Materia:Natural pozzolana
Bulk density
Compressive strength
Lightweight geopolymers
Masonry unit
Natural fiber reinforcement
http://purl.org/pe-repo/ocde/ford#2.11.04
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network_acronym_str CONC
network_name_str CONCYTEC-Institucional
repository_id_str 4689
dc.title.none.fl_str_mv Production of a lightweight masonry block using alkaline activated natural pozzolana and natural fibers
title Production of a lightweight masonry block using alkaline activated natural pozzolana and natural fibers
spellingShingle Production of a lightweight masonry block using alkaline activated natural pozzolana and natural fibers
Castañeda D.
Natural pozzolana
Bulk density
Compressive strength
Lightweight geopolymers
Masonry unit
Natural fiber reinforcement
http://purl.org/pe-repo/ocde/ford#2.11.04
title_short Production of a lightweight masonry block using alkaline activated natural pozzolana and natural fibers
title_full Production of a lightweight masonry block using alkaline activated natural pozzolana and natural fibers
title_fullStr Production of a lightweight masonry block using alkaline activated natural pozzolana and natural fibers
title_full_unstemmed Production of a lightweight masonry block using alkaline activated natural pozzolana and natural fibers
title_sort Production of a lightweight masonry block using alkaline activated natural pozzolana and natural fibers
author Castañeda D.
author_facet Castañeda D.
Silva G.
Salirrosas J.
Kim S.
Bertolotti B.
Nakamatsu J.
Aguilar R.
author_role author
author2 Silva G.
Salirrosas J.
Kim S.
Bertolotti B.
Nakamatsu J.
Aguilar R.
author2_role author
author
author
author
author
author
dc.contributor.author.fl_str_mv Castañeda D.
Silva G.
Salirrosas J.
Kim S.
Bertolotti B.
Nakamatsu J.
Aguilar R.
dc.subject.none.fl_str_mv Natural pozzolana
topic Natural pozzolana
Bulk density
Compressive strength
Lightweight geopolymers
Masonry unit
Natural fiber reinforcement
http://purl.org/pe-repo/ocde/ford#2.11.04
dc.subject.es_PE.fl_str_mv Bulk density
Compressive strength
Lightweight geopolymers
Masonry unit
Natural fiber reinforcement
dc.subject.ocde.none.fl_str_mv http://purl.org/pe-repo/ocde/ford#2.11.04
description Lightweight geopolymers are alternative low-carbon footprint building materials with high potential to produce value added products for the construction industry such as low-density masonry units. This work focuses on presenting the development of a new lightweight masonry block using natural pozzolana-based geopolymer mortar, hydrogen peroxide as a foaming agent and jute fibers as reinforcement additive. The experimental plan allowed the optimization of the production process and the definition of the optimum quantities of hydrogen peroxide content, pozzolana: fine aggregate ratios and the appropriate amount of fibers to be incorporated. The experimental results demonstrate the feasibility of the production of new masonry units, which can achieve up to 8.1 MPa of compressive strength after 28 days of fabrication with reduced bulk densities of 1269 kg/m3.
publishDate 2020
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 2020
dc.type.none.fl_str_mv info:eu-repo/semantics/article
format article
dc.identifier.uri.none.fl_str_mv https://hdl.handle.net/20.500.12390/2509
dc.identifier.doi.none.fl_str_mv https://doi.org/10.1016/j.conbuildmat.2020.119143
dc.identifier.scopus.none.fl_str_mv 2-s2.0-85083341675
url https://hdl.handle.net/20.500.12390/2509
https://doi.org/10.1016/j.conbuildmat.2020.119143
identifier_str_mv 2-s2.0-85083341675
dc.language.iso.none.fl_str_mv eng
language eng
dc.relation.ispartof.none.fl_str_mv Construction and Building Materials
dc.rights.none.fl_str_mv info:eu-repo/semantics/openAccess
eu_rights_str_mv openAccess
dc.publisher.none.fl_str_mv Elsevier Ltd
publisher.none.fl_str_mv Elsevier Ltd
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 Publicationrp00705600rp06276600rp06419600rp06277600rp00706600rp00521600rp05603600Castañeda D.Silva G.Salirrosas J.Kim S.Bertolotti B.Nakamatsu J.Aguilar R.2024-05-30T23:13:38Z2024-05-30T23:13:38Z2020https://hdl.handle.net/20.500.12390/2509https://doi.org/10.1016/j.conbuildmat.2020.1191432-s2.0-85083341675Lightweight geopolymers are alternative low-carbon footprint building materials with high potential to produce value added products for the construction industry such as low-density masonry units. This work focuses on presenting the development of a new lightweight masonry block using natural pozzolana-based geopolymer mortar, hydrogen peroxide as a foaming agent and jute fibers as reinforcement additive. The experimental plan allowed the optimization of the production process and the definition of the optimum quantities of hydrogen peroxide content, pozzolana: fine aggregate ratios and the appropriate amount of fibers to be incorporated. The experimental results demonstrate the feasibility of the production of new masonry units, which can achieve up to 8.1 MPa of compressive strength after 28 days of fabrication with reduced bulk densities of 1269 kg/m3. Fondo Nacional de Desarrollo Científico y Tecnológico - FondecytengElsevier LtdConstruction and Building Materialsinfo:eu-repo/semantics/openAccessNatural pozzolanaBulk density-1Compressive strength-1Lightweight geopolymers-1Masonry unit-1Natural fiber reinforcement-1http://purl.org/pe-repo/ocde/ford#2.11.04-1Production of a lightweight masonry block using alkaline activated natural pozzolana and natural fibersinfo:eu-repo/semantics/articlereponame:CONCYTEC-Institucionalinstname:Consejo Nacional de Ciencia Tecnología e Innovacióninstacron:CONCYTEC#PLACEHOLDER_PARENT_METADATA_VALUE##PLACEHOLDER_PARENT_METADATA_VALUE##PLACEHOLDER_PARENT_METADATA_VALUE##PLACEHOLDER_PARENT_METADATA_VALUE##PLACEHOLDER_PARENT_METADATA_VALUE##PLACEHOLDER_PARENT_METADATA_VALUE##PLACEHOLDER_PARENT_METADATA_VALUE#20.500.12390/2509oai:repositorio.concytec.gob.pe:20.500.12390/25092025-01-13 14:49:56.384http://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##PLACEHOLDER_PARENT_METADATA_VALUE##PLACEHOLDER_PARENT_METADATA_VALUE##PLACEHOLDER_PARENT_METADATA_VALUE##PLACEHOLDER_PARENT_METADATA_VALUE#<Publication xmlns="https://www.openaire.eu/cerif-profile/1.1/" id="01b01c0c-035f-4e7d-84b3-ce7f15ebca0c"> <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>Production of a lightweight masonry block using alkaline activated natural pozzolana and natural fibers</Title> <PublishedIn> <Publication> <Title>Construction and Building Materials</Title> </Publication> </PublishedIn> <PublicationDate>2020</PublicationDate> <DOI>https://doi.org/10.1016/j.conbuildmat.2020.119143</DOI> <SCP-Number>2-s2.0-85083341675</SCP-Number> <Authors> <Author> <DisplayName>Castañeda D.</DisplayName> <Person id="rp00705" /> <Affiliation> <OrgUnit> </OrgUnit> </Affiliation> </Author> <Author> <DisplayName>Silva G.</DisplayName> <Person id="rp06276" /> <Affiliation> <OrgUnit> </OrgUnit> </Affiliation> </Author> <Author> <DisplayName>Salirrosas J.</DisplayName> <Person id="rp06419" /> <Affiliation> <OrgUnit> </OrgUnit> </Affiliation> </Author> <Author> <DisplayName>Kim S.</DisplayName> <Person id="rp06277" /> <Affiliation> <OrgUnit> </OrgUnit> </Affiliation> </Author> <Author> <DisplayName>Bertolotti B.</DisplayName> <Person id="rp00706" /> <Affiliation> <OrgUnit> </OrgUnit> </Affiliation> </Author> <Author> <DisplayName>Nakamatsu J.</DisplayName> <Person id="rp00521" /> <Affiliation> <OrgUnit> </OrgUnit> </Affiliation> </Author> <Author> <DisplayName>Aguilar R.</DisplayName> <Person id="rp05603" /> <Affiliation> <OrgUnit> </OrgUnit> </Affiliation> </Author> </Authors> <Editors> </Editors> <Publishers> <Publisher> <DisplayName>Elsevier Ltd</DisplayName> <OrgUnit /> </Publisher> </Publishers> <Keyword>Natural pozzolana</Keyword> <Keyword>Bulk density</Keyword> <Keyword>Compressive strength</Keyword> <Keyword>Lightweight geopolymers</Keyword> <Keyword>Masonry unit</Keyword> <Keyword>Natural fiber reinforcement</Keyword> <Abstract>Lightweight geopolymers are alternative low-carbon footprint building materials with high potential to produce value added products for the construction industry such as low-density masonry units. This work focuses on presenting the development of a new lightweight masonry block using natural pozzolana-based geopolymer mortar, hydrogen peroxide as a foaming agent and jute fibers as reinforcement additive. The experimental plan allowed the optimization of the production process and the definition of the optimum quantities of hydrogen peroxide content, pozzolana: fine aggregate ratios and the appropriate amount of fibers to be incorporated. The experimental results demonstrate the feasibility of the production of new masonry units, which can achieve up to 8.1 MPa of compressive strength after 28 days of fabrication with reduced bulk densities of 1269 kg/m3. </Abstract> <Access xmlns="http://purl.org/coar/access_right" > </Access> </Publication> -1
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