Analysis of the Mechanical Behavior of Prefabricated Wattle and Daub Walls

Autores
Cuitiño Rosales, Maria Guadalupe; Maldonado, Noemi Graciela; Esteves Miramont, Alfredo
Año de publicación
2014
Idioma
inglés
Tipo de recurso
artículo
Estado
versión publicada
Descripción
This paper summarizes an extensive research about mechanical strength of wattle and daub walls, employed in natural construction. Prefabricated wattle and daub walls, corresponds to the constructive system of frameworks, the perimeter of the walls of enclosures are composed of a wooden frame and the interior is a framework of Castilla canes, to eventually be covered with a mud mixture with clay, sand and vegetable fiber. Building with wattle and daub, is used worldwide, nevertheless, scant information is available about the strength of the walls against compressive and cutting loads. To gather more information about this, prefabricated wattle and daub walls were built in real scale 1:1, and tested in the University structures laboratory. Was obtained that walls have a ultimate compressive strength of 1.56MPa and the average shear strength is 0.13MPa, these values are higher than adobe's values and is recommended this natural construction in areas with earthquakes because its flexibility instead of adobe. These data are valuable for structural calculations of wattle and daub houses and make safer homes.
Fil: Cuitiño Rosales, Maria Guadalupe. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - Mendoza. Instituto de Ciencias Humanas, Sociales y Ambientales; Argentina. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - Mendoza; Argentina
Fil: Maldonado, Noemi Graciela. Universidad Tecnológica Nacional. Facultad Regional Mendoza. Centro Regional de Desarrollos Tecnológicos para la Construcción, Sismología e Ingeniería Sísmica; Argentina
Fil: Esteves Miramont, Alfredo. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - Mendoza. Instituto de Ciencias Humanas, Sociales y Ambientales; Argentina
Materia
Earth Material Buildings
Wattle And Daub
Compression Resistance
Shear Strength
Nivel de accesibilidad
acceso abierto
Condiciones de uso
https://creativecommons.org/licenses/by-nc-sa/2.5/ar/
Repositorio
CONICET Digital (CONICET)
Institución
Consejo Nacional de Investigaciones Científicas y Técnicas
OAI Identificador
oai:ri.conicet.gov.ar:11336/32338
Acceder
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network_acronym_str CONICETDig
repository_id_str 3498
network_name_str CONICET Digital (CONICET)
spelling Analysis of the Mechanical Behavior of Prefabricated Wattle and Daub WallsCuitiño Rosales, Maria GuadalupeMaldonado, Noemi GracielaEsteves Miramont, AlfredoEarth Material BuildingsWattle And DaubCompression ResistanceShear Strengthhttps://purl.org/becyt/ford/2.1https://purl.org/becyt/ford/2This paper summarizes an extensive research about mechanical strength of wattle and daub walls, employed in natural construction. Prefabricated wattle and daub walls, corresponds to the constructive system of frameworks, the perimeter of the walls of enclosures are composed of a wooden frame and the interior is a framework of Castilla canes, to eventually be covered with a mud mixture with clay, sand and vegetable fiber. Building with wattle and daub, is used worldwide, nevertheless, scant information is available about the strength of the walls against compressive and cutting loads. To gather more information about this, prefabricated wattle and daub walls were built in real scale 1:1, and tested in the University structures laboratory. Was obtained that walls have a ultimate compressive strength of 1.56MPa and the average shear strength is 0.13MPa, these values are higher than adobe's values and is recommended this natural construction in areas with earthquakes because its flexibility instead of adobe. These data are valuable for structural calculations of wattle and daub houses and make safer homes.Fil: Cuitiño Rosales, Maria Guadalupe. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - Mendoza. Instituto de Ciencias Humanas, Sociales y Ambientales; Argentina. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - Mendoza; ArgentinaFil: Maldonado, Noemi Graciela. Universidad Tecnológica Nacional. Facultad Regional Mendoza. Centro Regional de Desarrollos Tecnológicos para la Construcción, Sismología e Ingeniería Sísmica; ArgentinaFil: Esteves Miramont, Alfredo. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - Mendoza. Instituto de Ciencias Humanas, Sociales y Ambientales; ArgentinaNorth China University of Water Resources and Electric Power2014-12info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionhttp://purl.org/coar/resource_type/c_6501info:ar-repo/semantics/articuloapplication/pdfapplication/pdfhttp://hdl.handle.net/11336/32338Esteves Miramont, Alfredo; Maldonado, Noemi Graciela; Cuitiño Rosales, Maria Guadalupe; Analysis of the Mechanical Behavior of Prefabricated Wattle and Daub Walls; North China University of Water Resources and Electric Power; International Journal of Architecture, Engineering and Construction; 3; 4; 12-2014; 235-2461911-110X1911-1118CONICET DigitalCONICETenginfo:eu-repo/semantics/altIdentifier/doi/10.7492/IJAEC.2014.019info:eu-repo/semantics/altIdentifier/url/http://www.iasdm.org/journals/index.php/ijaec/article/view/268info:eu-repo/semantics/openAccesshttps://creativecommons.org/licenses/by-nc-sa/2.5/ar/reponame:CONICET Digital (CONICET)instname:Consejo Nacional de Investigaciones Científicas y Técnicas2025-09-29T09:44:02Zoai:ri.conicet.gov.ar:11336/32338instacron:CONICETInstitucionalhttp://ri.conicet.gov.ar/Organismo científico-tecnológicoNo correspondehttp://ri.conicet.gov.ar/oai/requestdasensio@conicet.gov.ar; lcarlino@conicet.gov.arArgentinaNo correspondeNo correspondeNo correspondeopendoar:34982025-09-29 09:44:02.761CONICET Digital (CONICET) - Consejo Nacional de Investigaciones Científicas y Técnicasfalse
dc.title.none.fl_str_mv Analysis of the Mechanical Behavior of Prefabricated Wattle and Daub Walls
title Analysis of the Mechanical Behavior of Prefabricated Wattle and Daub Walls
spellingShingle Analysis of the Mechanical Behavior of Prefabricated Wattle and Daub Walls
Cuitiño Rosales, Maria Guadalupe
Earth Material Buildings
Wattle And Daub
Compression Resistance
Shear Strength
title_short Analysis of the Mechanical Behavior of Prefabricated Wattle and Daub Walls
title_full Analysis of the Mechanical Behavior of Prefabricated Wattle and Daub Walls
title_fullStr Analysis of the Mechanical Behavior of Prefabricated Wattle and Daub Walls
title_full_unstemmed Analysis of the Mechanical Behavior of Prefabricated Wattle and Daub Walls
title_sort Analysis of the Mechanical Behavior of Prefabricated Wattle and Daub Walls
dc.creator.none.fl_str_mv Cuitiño Rosales, Maria Guadalupe
Maldonado, Noemi Graciela
Esteves Miramont, Alfredo
author Cuitiño Rosales, Maria Guadalupe
author_facet Cuitiño Rosales, Maria Guadalupe
Maldonado, Noemi Graciela
Esteves Miramont, Alfredo
author_role author
author2 Maldonado, Noemi Graciela
Esteves Miramont, Alfredo
author2_role author
author
dc.subject.none.fl_str_mv Earth Material Buildings
Wattle And Daub
Compression Resistance
Shear Strength
topic Earth Material Buildings
Wattle And Daub
Compression Resistance
Shear Strength
purl_subject.fl_str_mv https://purl.org/becyt/ford/2.1
https://purl.org/becyt/ford/2
dc.description.none.fl_txt_mv This paper summarizes an extensive research about mechanical strength of wattle and daub walls, employed in natural construction. Prefabricated wattle and daub walls, corresponds to the constructive system of frameworks, the perimeter of the walls of enclosures are composed of a wooden frame and the interior is a framework of Castilla canes, to eventually be covered with a mud mixture with clay, sand and vegetable fiber. Building with wattle and daub, is used worldwide, nevertheless, scant information is available about the strength of the walls against compressive and cutting loads. To gather more information about this, prefabricated wattle and daub walls were built in real scale 1:1, and tested in the University structures laboratory. Was obtained that walls have a ultimate compressive strength of 1.56MPa and the average shear strength is 0.13MPa, these values are higher than adobe's values and is recommended this natural construction in areas with earthquakes because its flexibility instead of adobe. These data are valuable for structural calculations of wattle and daub houses and make safer homes.
Fil: Cuitiño Rosales, Maria Guadalupe. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - Mendoza. Instituto de Ciencias Humanas, Sociales y Ambientales; Argentina. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - Mendoza; Argentina
Fil: Maldonado, Noemi Graciela. Universidad Tecnológica Nacional. Facultad Regional Mendoza. Centro Regional de Desarrollos Tecnológicos para la Construcción, Sismología e Ingeniería Sísmica; Argentina
Fil: Esteves Miramont, Alfredo. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - Mendoza. Instituto de Ciencias Humanas, Sociales y Ambientales; Argentina
description This paper summarizes an extensive research about mechanical strength of wattle and daub walls, employed in natural construction. Prefabricated wattle and daub walls, corresponds to the constructive system of frameworks, the perimeter of the walls of enclosures are composed of a wooden frame and the interior is a framework of Castilla canes, to eventually be covered with a mud mixture with clay, sand and vegetable fiber. Building with wattle and daub, is used worldwide, nevertheless, scant information is available about the strength of the walls against compressive and cutting loads. To gather more information about this, prefabricated wattle and daub walls were built in real scale 1:1, and tested in the University structures laboratory. Was obtained that walls have a ultimate compressive strength of 1.56MPa and the average shear strength is 0.13MPa, these values are higher than adobe's values and is recommended this natural construction in areas with earthquakes because its flexibility instead of adobe. These data are valuable for structural calculations of wattle and daub houses and make safer homes.
publishDate 2014
dc.date.none.fl_str_mv 2014-12
dc.type.none.fl_str_mv info:eu-repo/semantics/article
info:eu-repo/semantics/publishedVersion
http://purl.org/coar/resource_type/c_6501
info:ar-repo/semantics/articulo
format article
status_str publishedVersion
dc.identifier.none.fl_str_mv http://hdl.handle.net/11336/32338
Esteves Miramont, Alfredo; Maldonado, Noemi Graciela; Cuitiño Rosales, Maria Guadalupe; Analysis of the Mechanical Behavior of Prefabricated Wattle and Daub Walls; North China University of Water Resources and Electric Power; International Journal of Architecture, Engineering and Construction; 3; 4; 12-2014; 235-246
1911-110X
1911-1118
CONICET Digital
CONICET
url http://hdl.handle.net/11336/32338
identifier_str_mv Esteves Miramont, Alfredo; Maldonado, Noemi Graciela; Cuitiño Rosales, Maria Guadalupe; Analysis of the Mechanical Behavior of Prefabricated Wattle and Daub Walls; North China University of Water Resources and Electric Power; International Journal of Architecture, Engineering and Construction; 3; 4; 12-2014; 235-246
1911-110X
1911-1118
CONICET Digital
CONICET
dc.language.none.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv info:eu-repo/semantics/altIdentifier/doi/10.7492/IJAEC.2014.019
info:eu-repo/semantics/altIdentifier/url/http://www.iasdm.org/journals/index.php/ijaec/article/view/268
dc.rights.none.fl_str_mv info:eu-repo/semantics/openAccess
https://creativecommons.org/licenses/by-nc-sa/2.5/ar/
eu_rights_str_mv openAccess
rights_invalid_str_mv https://creativecommons.org/licenses/by-nc-sa/2.5/ar/
dc.format.none.fl_str_mv application/pdf
application/pdf
dc.publisher.none.fl_str_mv North China University of Water Resources and Electric Power
publisher.none.fl_str_mv North China University of Water Resources and Electric Power
dc.source.none.fl_str_mv reponame:CONICET Digital (CONICET)
instname:Consejo Nacional de Investigaciones Científicas y Técnicas
reponame_str CONICET Digital (CONICET)
collection CONICET Digital (CONICET)
instname_str Consejo Nacional de Investigaciones Científicas y Técnicas
repository.name.fl_str_mv CONICET Digital (CONICET) - Consejo Nacional de Investigaciones Científicas y Técnicas
repository.mail.fl_str_mv dasensio@conicet.gov.ar; lcarlino@conicet.gov.ar
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score 13.070432

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