Influence of sand proportion in the physical and mechanical properties of construction and building mortars

The influence of the sand proportion in mortars Type II was studied, according to the standard N-CMT-2-01-004/02, using three fine aggregates from the region of Morelia, in Michoacan, and determining their influence in the physico-mechanical properties, while considering the use of different cementi...

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Autores: Navarrete Seras, Marco Antonio, Martínez Molina, Wilfrido, Chavez Garcia, Hugo Luis, Sánchez Calvillo, Adrià, Arreola Sanchez, Mauricio, Borrego Perez, Jorge Alberto, Perez Castellanos, Nora Ariadna, Ruiz Torres, Raul Pavel, Durán Ramos, Ana Miriam, Alonso Guzmán, Elia Mercedes
Tipo de recurso: artículo
Fecha de publicación:2023
País:España
Institución:Consejo General de la Arquitectura Técnica de España (CGATE)
Repositorio:RIARTE
OAI Identifier:oai:www.riarte.es:20.500.12251/3352
Acceso en línea:http://hdl.handle.net/20.500.12251/3352
https://doi.org/10.21041/ra.v13i2.684
Access Level:acceso abierto
Palabra clave:Morteros - Construcción
Resistencia mecánica
Propiedades físicas
Áridos ligeros
Méjico
Cemento Portland
Ensayos (propiedades o materiales)
Material de construcción
Humedad
3312.02 Aglomerantes
3312.08 Propiedades de Los Materiales
3312.09 Resistencia de Materiales
3312.12 Ensayo de Materiales
3311.06 Instrumentos Eléctricos
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spelling Influence of sand proportion in the physical and mechanical properties of construction and building mortarsNavarrete Seras, Marco AntonioMartínez Molina, WilfridoChavez Garcia, Hugo LuisSánchez Calvillo, AdriàArreola Sanchez, MauricioBorrego Perez, Jorge AlbertoPerez Castellanos, Nora AriadnaRuiz Torres, Raul PavelDurán Ramos, Ana MiriamAlonso Guzmán, Elia MercedesDurán Ramos, Ana MiriamAlonso Guzmán, Elia MercedesMorteros - ConstrucciónResistencia mecánicaPropiedades físicasÁridos ligerosMéjicoCemento PortlandEnsayos (propiedades o materiales)Material de construcciónHumedad3312.02 Aglomerantes3312.08 Propiedades de Los Materiales3312.09 Resistencia de Materiales3312.12 Ensayo de Materiales3311.06 Instrumentos EléctricosThe influence of the sand proportion in mortars Type II was studied, according to the standard N-CMT-2-01-004/02, using three fine aggregates from the region of Morelia, in Michoacan, and determining their influence in the physico-mechanical properties, while considering the use of different cementitious materials (CM): Portland cement plus lime (B1), and Portland cement plus construction cement (B2). Mortar mixtures were designed for B1 and B2 with volume ratios of aggregates/CM, from 2.25 to 4, determining the fluency, the uniaxial compressive strength (UCS) and the wet electrical resistivity (WER). The relation between the fluency and the ratio water/CM were studied, concluding that the aggregate type and the proportions employed modify the fluency and the water demand in the fresh state of the mortar, and consequently impact the UCS and WER. © 2023 ALCONPAT Internacional.Universidad Jaume I de Castellón2023info:eu-repo/semantics/articlehttp://hdl.handle.net/20.500.12251/3352https://doi.org/10.21041/ra.v13i2.684reponame:RIARTEinstname:Consejo General de la Arquitectura Técnica de España (CGATE)Ingléshttp://creativecommons.org/licenses/by-nc-nd/4.0/info:eu-repo/semantics/openAccessoai:www.riarte.es:20.500.12251/33522026-06-02T12:44:41Z
dc.title.none.fl_str_mv Influence of sand proportion in the physical and mechanical properties of construction and building mortars
title Influence of sand proportion in the physical and mechanical properties of construction and building mortars
spellingShingle Influence of sand proportion in the physical and mechanical properties of construction and building mortars
Navarrete Seras, Marco Antonio
Morteros - Construcción
Resistencia mecánica
Propiedades físicas
Áridos ligeros
Méjico
Cemento Portland
Ensayos (propiedades o materiales)
Material de construcción
Humedad
3312.02 Aglomerantes
3312.08 Propiedades de Los Materiales
3312.09 Resistencia de Materiales
3312.12 Ensayo de Materiales
3311.06 Instrumentos Eléctricos
title_short Influence of sand proportion in the physical and mechanical properties of construction and building mortars
title_full Influence of sand proportion in the physical and mechanical properties of construction and building mortars
title_fullStr Influence of sand proportion in the physical and mechanical properties of construction and building mortars
title_full_unstemmed Influence of sand proportion in the physical and mechanical properties of construction and building mortars
title_sort Influence of sand proportion in the physical and mechanical properties of construction and building mortars
dc.creator.none.fl_str_mv Navarrete Seras, Marco Antonio
Martínez Molina, Wilfrido
Chavez Garcia, Hugo Luis
Sánchez Calvillo, Adrià
Arreola Sanchez, Mauricio
Borrego Perez, Jorge Alberto
Perez Castellanos, Nora Ariadna
Ruiz Torres, Raul Pavel
Durán Ramos, Ana Miriam
Alonso Guzmán, Elia Mercedes
Durán Ramos, Ana Miriam
Alonso Guzmán, Elia Mercedes
author Navarrete Seras, Marco Antonio
author_facet Navarrete Seras, Marco Antonio
Martínez Molina, Wilfrido
Chavez Garcia, Hugo Luis
Sánchez Calvillo, Adrià
Arreola Sanchez, Mauricio
Borrego Perez, Jorge Alberto
Perez Castellanos, Nora Ariadna
Ruiz Torres, Raul Pavel
Durán Ramos, Ana Miriam
Alonso Guzmán, Elia Mercedes
author_role author
author2 Martínez Molina, Wilfrido
Chavez Garcia, Hugo Luis
Sánchez Calvillo, Adrià
Arreola Sanchez, Mauricio
Borrego Perez, Jorge Alberto
Perez Castellanos, Nora Ariadna
Ruiz Torres, Raul Pavel
Durán Ramos, Ana Miriam
Alonso Guzmán, Elia Mercedes
author2_role author
author
author
author
author
author
author
author
author
dc.subject.none.fl_str_mv Morteros - Construcción
Resistencia mecánica
Propiedades físicas
Áridos ligeros
Méjico
Cemento Portland
Ensayos (propiedades o materiales)
Material de construcción
Humedad
3312.02 Aglomerantes
3312.08 Propiedades de Los Materiales
3312.09 Resistencia de Materiales
3312.12 Ensayo de Materiales
3311.06 Instrumentos Eléctricos
topic Morteros - Construcción
Resistencia mecánica
Propiedades físicas
Áridos ligeros
Méjico
Cemento Portland
Ensayos (propiedades o materiales)
Material de construcción
Humedad
3312.02 Aglomerantes
3312.08 Propiedades de Los Materiales
3312.09 Resistencia de Materiales
3312.12 Ensayo de Materiales
3311.06 Instrumentos Eléctricos
description The influence of the sand proportion in mortars Type II was studied, according to the standard N-CMT-2-01-004/02, using three fine aggregates from the region of Morelia, in Michoacan, and determining their influence in the physico-mechanical properties, while considering the use of different cementitious materials (CM): Portland cement plus lime (B1), and Portland cement plus construction cement (B2). Mortar mixtures were designed for B1 and B2 with volume ratios of aggregates/CM, from 2.25 to 4, determining the fluency, the uniaxial compressive strength (UCS) and the wet electrical resistivity (WER). The relation between the fluency and the ratio water/CM were studied, concluding that the aggregate type and the proportions employed modify the fluency and the water demand in the fresh state of the mortar, and consequently impact the UCS and WER. © 2023 ALCONPAT Internacional.
publishDate 2023
dc.date.none.fl_str_mv 2023
dc.type.none.fl_str_mv info:eu-repo/semantics/article
format article
dc.identifier.none.fl_str_mv http://hdl.handle.net/20.500.12251/3352
https://doi.org/10.21041/ra.v13i2.684
url http://hdl.handle.net/20.500.12251/3352
https://doi.org/10.21041/ra.v13i2.684
dc.language.none.fl_str_mv Inglés
language_invalid_str_mv Inglés
dc.rights.none.fl_str_mv http://creativecommons.org/licenses/by-nc-nd/4.0/
info:eu-repo/semantics/openAccess
rights_invalid_str_mv http://creativecommons.org/licenses/by-nc-nd/4.0/
eu_rights_str_mv openAccess
dc.publisher.none.fl_str_mv Universidad Jaume I de Castellón
publisher.none.fl_str_mv Universidad Jaume I de Castellón
dc.source.none.fl_str_mv reponame:RIARTE
instname:Consejo General de la Arquitectura Técnica de España (CGATE)
instname_str Consejo General de la Arquitectura Técnica de España (CGATE)
reponame_str RIARTE
collection RIARTE
repository.name.fl_str_mv
repository.mail.fl_str_mv
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