Modulus of rupture, density and wear due to moistened and drying of compressed adobe brick with lime and/or gypsum

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This research analyzes the behavior of the modulus of rupture, the density, and the wear due to moistened and drying when including lime and/or gypsum (between 0% to 8% in 24 treatments and 2 control treatments) in the compressed adobe brick made with sifted earth from a soil clayey sand with gravel...

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Detalles Bibliográficos
Autor: Depaz Blácido, Richard Alberto
Formato: artículo
Fecha de Publicación:2022
Institución:Universidad Nacional Santiago Antúnez de Mayolo
Repositorio:Revistas - Universidad Nacional Santiago Antunez de Mayolo
Lenguaje:español
OAI Identifier:oai:ojs.pkp.sfu.ca:article/882
Enlace del recurso:http://revistas.unasam.edu.pe/index.php/Aporte_Santiaguino/article/view/882
Nivel de acceso:acceso abierto
Materia:Adobe compactado; cal; yeso.
Compressed adobe brick; lime; gypsum.
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spelling Modulus of rupture, density and wear due to moistened and drying of compressed adobe brick with lime and/or gypsumMódulo de rotura, densidad y desgaste por humedecido y secado de la unidad de adobe compactado con cal y/o yesoDepaz Blácido, Richard AlbertoAdobe compactado; cal; yeso.Compressed adobe brick; lime; gypsum.This research analyzes the behavior of the modulus of rupture, the density, and the wear due to moistened and drying when including lime and/or gypsum (between 0% to 8% in 24 treatments and 2 control treatments) in the compressed adobe brick made with sifted earth from a soil clayey sand with gravel. The modulus of rupture was obtained by a test of simply loaded beam in the middle point; the density by direct measurement of dimensions and mass; the wear due to moistened and drying by five measurement cycles; and, its behavior was modeled with the geostatistical method of ordinary Kriging. Applying the Kruskal-Wallis test, and the one-factor and two-factor ANOVA, it was found that the inclusion of lime and gypsum significantly influences (p-value<α=0.05) on the increase of modulus of rupture in bending (0.660<Mr<0.925 MPa), the reduction of density (1.806≤ρ≤1.958 g/cm3), and the reduction of wear due to moistened and drying (0.00<DHS<58.92 %). Likewise, the optimal lime/gypsum ratios are 2/1 to 4/1 with a minimum of 2.0% lime and 0 to 1/5 with a minimum of 4.5% gypsum.En esta investigación se analiza el comportamiento del módulo de rotura, la densidad, y, el desgaste por humedecido y secado al incluir cal y/o yeso (entre 0% a 8% en 24 tratamientos y 2 tratamientos control) en la unidad de adobe compactado elaborado con tierra tamizada de un suelo arena arcillosa con grava. El módulo de rotura se obtuvo por un ensayo de viga simplemente cargada en el punto medio; la densidad por la medición directa de las dimensiones y la masa; el desgaste por humedecido y secado mediante cinco ciclos de medición; y, su comportamiento se modeló con el método geoestadístico Kriging ordinario. Aplicando la prueba de Kruskal – Wallis, y ANOVA de un factor y de dos factores, se encontró que la inclusión de cal y/o yeso influye significativamente (p-valor<α=0,05) en el incremento del módulo de rotura (0,660≤Mr≤0,925 MPa), la reducción de la densidad (1,806≤ρ≤1,958 g/cm3), y la reducción del desgaste por humedecido y secado (0,00≤DHS≤58,92 %) respecto a los tratamientos control. Así mismo, las proporciones óptimas de cal/yeso son de 2/1 a 4/1 con un mínimo 2,0% de cal y 0 a 1/5 con un mínimo de 4,5% de yeso.Universidad Nacional Santiago Antúnez de Mayolo2022-06-30info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionapplication/pdftext/htmlhttp://revistas.unasam.edu.pe/index.php/Aporte_Santiaguino/article/view/88210.32911/as.2022.v15.n1.882Aporte Santiaguino; Vol. 15, Núm. 1 (2022): Enero-Junio; Pág. 22-422616-95412070-836Xreponame:Revistas - Universidad Nacional Santiago Antunez de Mayoloinstname:Universidad Nacional Santiago Antúnez de Mayoloinstacron:UNASAMspahttp://revistas.unasam.edu.pe/index.php/Aporte_Santiaguino/article/view/882/1024http://revistas.unasam.edu.pe/index.php/Aporte_Santiaguino/article/view/882/1010Derechos de autor 2022 Richard Alberto Depaz Blácidoinfo:eu-repo/semantics/openAccessoai:ojs.pkp.sfu.ca:article/8822022-07-07T17:36:36Z
dc.title.none.fl_str_mv Modulus of rupture, density and wear due to moistened and drying of compressed adobe brick with lime and/or gypsum
Módulo de rotura, densidad y desgaste por humedecido y secado de la unidad de adobe compactado con cal y/o yeso
title Modulus of rupture, density and wear due to moistened and drying of compressed adobe brick with lime and/or gypsum
spellingShingle Modulus of rupture, density and wear due to moistened and drying of compressed adobe brick with lime and/or gypsum
Depaz Blácido, Richard Alberto
Adobe compactado; cal; yeso.
Compressed adobe brick; lime; gypsum.
title_short Modulus of rupture, density and wear due to moistened and drying of compressed adobe brick with lime and/or gypsum
title_full Modulus of rupture, density and wear due to moistened and drying of compressed adobe brick with lime and/or gypsum
title_fullStr Modulus of rupture, density and wear due to moistened and drying of compressed adobe brick with lime and/or gypsum
title_full_unstemmed Modulus of rupture, density and wear due to moistened and drying of compressed adobe brick with lime and/or gypsum
title_sort Modulus of rupture, density and wear due to moistened and drying of compressed adobe brick with lime and/or gypsum
dc.creator.none.fl_str_mv Depaz Blácido, Richard Alberto
author Depaz Blácido, Richard Alberto
author_facet Depaz Blácido, Richard Alberto
author_role author
dc.subject.none.fl_str_mv Adobe compactado; cal; yeso.
Compressed adobe brick; lime; gypsum.
topic Adobe compactado; cal; yeso.
Compressed adobe brick; lime; gypsum.
description This research analyzes the behavior of the modulus of rupture, the density, and the wear due to moistened and drying when including lime and/or gypsum (between 0% to 8% in 24 treatments and 2 control treatments) in the compressed adobe brick made with sifted earth from a soil clayey sand with gravel. The modulus of rupture was obtained by a test of simply loaded beam in the middle point; the density by direct measurement of dimensions and mass; the wear due to moistened and drying by five measurement cycles; and, its behavior was modeled with the geostatistical method of ordinary Kriging. Applying the Kruskal-Wallis test, and the one-factor and two-factor ANOVA, it was found that the inclusion of lime and gypsum significantly influences (p-value<α=0.05) on the increase of modulus of rupture in bending (0.660<Mr<0.925 MPa), the reduction of density (1.806≤ρ≤1.958 g/cm3), and the reduction of wear due to moistened and drying (0.00<DHS<58.92 %). Likewise, the optimal lime/gypsum ratios are 2/1 to 4/1 with a minimum of 2.0% lime and 0 to 1/5 with a minimum of 4.5% gypsum.
publishDate 2022
dc.date.none.fl_str_mv 2022-06-30
dc.type.none.fl_str_mv info:eu-repo/semantics/article
info:eu-repo/semantics/publishedVersion
format article
status_str publishedVersion
dc.identifier.none.fl_str_mv http://revistas.unasam.edu.pe/index.php/Aporte_Santiaguino/article/view/882
10.32911/as.2022.v15.n1.882
url http://revistas.unasam.edu.pe/index.php/Aporte_Santiaguino/article/view/882
identifier_str_mv 10.32911/as.2022.v15.n1.882
dc.language.none.fl_str_mv spa
language spa
dc.relation.none.fl_str_mv http://revistas.unasam.edu.pe/index.php/Aporte_Santiaguino/article/view/882/1024
http://revistas.unasam.edu.pe/index.php/Aporte_Santiaguino/article/view/882/1010
dc.rights.none.fl_str_mv Derechos de autor 2022 Richard Alberto Depaz Blácido
info:eu-repo/semantics/openAccess
rights_invalid_str_mv Derechos de autor 2022 Richard Alberto Depaz Blácido
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv application/pdf
text/html
dc.publisher.none.fl_str_mv Universidad Nacional Santiago Antúnez de Mayolo
publisher.none.fl_str_mv Universidad Nacional Santiago Antúnez de Mayolo
dc.source.none.fl_str_mv Aporte Santiaguino; Vol. 15, Núm. 1 (2022): Enero-Junio; Pág. 22-42
2616-9541
2070-836X
reponame:Revistas - Universidad Nacional Santiago Antunez de Mayolo
instname:Universidad Nacional Santiago Antúnez de Mayolo
instacron:UNASAM
instname_str Universidad Nacional Santiago Antúnez de Mayolo
instacron_str UNASAM
institution UNASAM
reponame_str Revistas - Universidad Nacional Santiago Antunez de Mayolo
collection Revistas - Universidad Nacional Santiago Antunez de Mayolo
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