Seismic strength of adobe masonry

Descripción del Articulo

This paper presents the main conclusions and recommendations of the Research Project "Earthen Buildings in Seismic Areas", developed in the Catholic University of Peru (PUC) in 1983. The most important soil characteristics from the viewpoint of the strength of adobe masonry are first studi...

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Detalles Bibliográficos
Autores: Vargas Neumann, Julio, Bariola Bernales, Juan, Blondet, Marcial, Mehta, Povindar K.
Formato: documento de trabajo
Fecha de Publicación:1984
Institución:Pontificia Universidad Católica del Perú
Repositorio:PUCP-Institucional
Lenguaje:español
OAI Identifier:oai:repositorio.pucp.edu.pe:20.500.14657/203421
Enlace del recurso:https://hdl.handle.net/20.500.14657/203421
Nivel de acceso:acceso abierto
Materia:Adobe
Adictivos
https://purl.org/pe-repo/ocde/ford#2.01.01
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spelling Vargas Neumann, JulioBariola Bernales, JuanBlondet, MarcialMehta, Povindar K.2025-03-10T20:03:40Z1984-04https://hdl.handle.net/20.500.14657/203421This paper presents the main conclusions and recommendations of the Research Project "Earthen Buildings in Seismic Areas", developed in the Catholic University of Peru (PUC) in 1983. The most important soil characteristics from the viewpoint of the strength of adobe masonry are first studied. Subsequently, based on the acquired knowledge, the effect of some natural additives to the soil is investigated. Simple field tests, devised to identify the most adequate materials for adobe construction and to be easily transmitted to the potential adobe builder are finally proposed.Research Project Financed by the Agency for International Development (US/AID)application/pdfspaPontificia Universidad Católica del Perú. Departamento de IngenieríaPEPublicación DI-84-01info:eu-repo/semantics/openAccesshttp://creativecommons.org/licenses/by/4.0AdobeAdictivoshttps://purl.org/pe-repo/ocde/ford#2.01.01Seismic strength of adobe masonryinfo:eu-repo/semantics/workingPaperDocumento de trabajoreponame:PUCP-Institucionalinstname:Pontificia Universidad Católica del Perúinstacron:PUCPORIGINAL20 DI-84-01 Seismic Strength of Adobe Masonry.pdfTexto completoapplication/pdf3476955https://repositorio.pucp.edu.pe/bitstreams/d6d9c263-6ba4-4290-bdfb-958f5c11ed2d/download2884c1e707a068d227e7e4cb36ee7c27MD51trueAnonymousREADTEXT20 DI-84-01 Seismic Strength of Adobe Masonry.pdf.txt20 DI-84-01 Seismic Strength of Adobe Masonry.pdf.txtExtracted texttext/plain8233https://repositorio.pucp.edu.pe/bitstreams/7a19674b-ad8e-4aa9-9f5b-4f5a0a298fa0/downloadd5193d31fec29557e70bdba6bec4a0a4MD52falseAnonymousREADTHUMBNAIL20 DI-84-01 Seismic Strength of Adobe Masonry.pdf.jpg20 DI-84-01 Seismic Strength of Adobe Masonry.pdf.jpgIM Thumbnailimage/jpeg12164https://repositorio.pucp.edu.pe/bitstreams/14d93c65-46bd-43a8-b996-b4d79a276a1a/download77aa4bcd4e4804353f8a4bf5179ab6d3MD53falseAnonymousREAD20.500.14657/203421oai:repositorio.pucp.edu.pe:20.500.14657/2034212025-09-04T17:08:41.432970Zhttp://creativecommons.org/licenses/by/4.0info:eu-repo/semantics/openAccessopen.accesshttps://repositorio.pucp.edu.peRepositorio Institucional de la PUCPrepositorio@pucp.pe
dc.title.none.fl_str_mv Seismic strength of adobe masonry
title Seismic strength of adobe masonry
spellingShingle Seismic strength of adobe masonry
Vargas Neumann, Julio
Adobe
Adictivos
https://purl.org/pe-repo/ocde/ford#2.01.01
title_short Seismic strength of adobe masonry
title_full Seismic strength of adobe masonry
title_fullStr Seismic strength of adobe masonry
title_full_unstemmed Seismic strength of adobe masonry
title_sort Seismic strength of adobe masonry
author Vargas Neumann, Julio
author_facet Vargas Neumann, Julio
Bariola Bernales, Juan
Blondet, Marcial
Mehta, Povindar K.
author_role author
author2 Bariola Bernales, Juan
Blondet, Marcial
Mehta, Povindar K.
author2_role author
author
author
dc.contributor.author.fl_str_mv Vargas Neumann, Julio
Bariola Bernales, Juan
Blondet, Marcial
Mehta, Povindar K.
dc.subject.none.fl_str_mv Adobe
Adictivos
topic Adobe
Adictivos
https://purl.org/pe-repo/ocde/ford#2.01.01
dc.subject.ocde.none.fl_str_mv https://purl.org/pe-repo/ocde/ford#2.01.01
description This paper presents the main conclusions and recommendations of the Research Project "Earthen Buildings in Seismic Areas", developed in the Catholic University of Peru (PUC) in 1983. The most important soil characteristics from the viewpoint of the strength of adobe masonry are first studied. Subsequently, based on the acquired knowledge, the effect of some natural additives to the soil is investigated. Simple field tests, devised to identify the most adequate materials for adobe construction and to be easily transmitted to the potential adobe builder are finally proposed.
publishDate 1984
dc.date.accessioned.none.fl_str_mv 2025-03-10T20:03:40Z
dc.date.issued.fl_str_mv 1984-04
dc.type.none.fl_str_mv info:eu-repo/semantics/workingPaper
dc.type.other.none.fl_str_mv Documento de trabajo
format workingPaper
dc.identifier.uri.none.fl_str_mv https://hdl.handle.net/20.500.14657/203421
url https://hdl.handle.net/20.500.14657/203421
dc.language.iso.none.fl_str_mv spa
language spa
dc.relation.ispartofseries.none.fl_str_mv Publicación DI-84-01
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dc.format.none.fl_str_mv application/pdf
dc.publisher.none.fl_str_mv Pontificia Universidad Católica del Perú. Departamento de Ingeniería
dc.publisher.country.none.fl_str_mv PE
publisher.none.fl_str_mv Pontificia Universidad Católica del Perú. Departamento de Ingeniería
dc.source.none.fl_str_mv reponame:PUCP-Institucional
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instacron:PUCP
instname_str Pontificia Universidad Católica del Perú
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Seismic strength of adobe masonry
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