Compressed earth blocks for rural housing in seismic zones using bagasse fibers from sugarcane

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The low resistance to compression and flexural of conventional earth techniques such as adobe in the occurrence of earthquakes causes the immediate collapse or failure of structures built with this material. These deficiencies are caused by the lack of stabilization and reinforcement processes of th...

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Detalles Bibliográficos
Autores: Tello, Jose, Cabrera, Marlo, Rodríguez, Jose, Eyzaguirre, Carlos
Formato: artículo
Fecha de Publicación:2022
Institución:Universidad Peruana de Ciencias Aplicadas
Repositorio:UPC-Institucional
Lenguaje:inglés
OAI Identifier:oai:repositorioacademico.upc.edu.pe:10757/660252
Enlace del recurso:http://hdl.handle.net/10757/660252
Nivel de acceso:acceso embargado
Materia:Absorption
Compressed earth block
Compressive strength
Flexural strength
Sugarcane bagasse
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dc.title.es_PE.fl_str_mv Compressed earth blocks for rural housing in seismic zones using bagasse fibers from sugarcane
title Compressed earth blocks for rural housing in seismic zones using bagasse fibers from sugarcane
spellingShingle Compressed earth blocks for rural housing in seismic zones using bagasse fibers from sugarcane
Tello, Jose
Absorption
Compressed earth block
Compressive strength
Flexural strength
Sugarcane bagasse
title_short Compressed earth blocks for rural housing in seismic zones using bagasse fibers from sugarcane
title_full Compressed earth blocks for rural housing in seismic zones using bagasse fibers from sugarcane
title_fullStr Compressed earth blocks for rural housing in seismic zones using bagasse fibers from sugarcane
title_full_unstemmed Compressed earth blocks for rural housing in seismic zones using bagasse fibers from sugarcane
title_sort Compressed earth blocks for rural housing in seismic zones using bagasse fibers from sugarcane
author Tello, Jose
author_facet Tello, Jose
Cabrera, Marlo
Rodríguez, Jose
Eyzaguirre, Carlos
author_role author
author2 Cabrera, Marlo
Rodríguez, Jose
Eyzaguirre, Carlos
author2_role author
author
author
dc.contributor.author.fl_str_mv Tello, Jose
Cabrera, Marlo
Rodríguez, Jose
Eyzaguirre, Carlos
dc.subject.es_PE.fl_str_mv Absorption
Compressed earth block
Compressive strength
Flexural strength
Sugarcane bagasse
topic Absorption
Compressed earth block
Compressive strength
Flexural strength
Sugarcane bagasse
description The low resistance to compression and flexural of conventional earth techniques such as adobe in the occurrence of earthquakes causes the immediate collapse or failure of structures built with this material. These deficiencies are caused by the lack of stabilization and reinforcement processes of the block, which causes low mechanical performance in the face of seismic forces. The most common structures to collapse during earthquakes in developing countries such as Peru are the self-built adobe rural houses, being the most used in these areas due to the high housing deficit and the high demand for low-cost housing. One solution to this problem is the use of reinforced CEB in rural housing. In the present investigation some properties such as absorption, compressive strength and flexural strength are studied, the results indicate that the compressive strength and flexural strength increase when compared with an unstabilized earth block, however, the increase in absorption is proportional to the amount of fiber so it was used in small proportions less than 1% in the mixture.
publishDate 2022
dc.date.accessioned.none.fl_str_mv 2022-07-08T15:14:59Z
dc.date.available.none.fl_str_mv 2022-07-08T15:14:59Z
dc.date.issued.fl_str_mv 2022-01-01
dc.type.es_PE.fl_str_mv info:eu-repo/semantics/article
format article
dc.identifier.issn.none.fl_str_mv 10139826
dc.identifier.doi.none.fl_str_mv 10.4028/p-tsg594
dc.identifier.uri.none.fl_str_mv http://hdl.handle.net/10757/660252
dc.identifier.eissn.none.fl_str_mv 16629795
dc.identifier.journal.es_PE.fl_str_mv Key Engineering Materials
dc.identifier.eid.none.fl_str_mv 2-s2.0-85132706098
dc.identifier.scopusid.none.fl_str_mv SCOPUS_ID:85132706098
dc.identifier.isni.none.fl_str_mv 0000 0001 2196 144X
identifier_str_mv 10139826
10.4028/p-tsg594
16629795
Key Engineering Materials
2-s2.0-85132706098
SCOPUS_ID:85132706098
0000 0001 2196 144X
url http://hdl.handle.net/10757/660252
dc.language.iso.es_PE.fl_str_mv eng
language eng
dc.relation.url.es_PE.fl_str_mv https://www.scientific.net/KEM.922.177
dc.rights.es_PE.fl_str_mv info:eu-repo/semantics/embargoedAccess
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dc.format.es_PE.fl_str_mv application/html
dc.publisher.es_PE.fl_str_mv Trans Tech Publications Ltd
dc.source.none.fl_str_mv reponame:UPC-Institucional
instname:Universidad Peruana de Ciencias Aplicadas
instacron:UPC
instname_str Universidad Peruana de Ciencias Aplicadas
instacron_str UPC
institution UPC
reponame_str UPC-Institucional
collection UPC-Institucional
dc.source.journaltitle.none.fl_str_mv Key Engineering Materials
dc.source.volume.none.fl_str_mv 922
dc.source.beginpage.none.fl_str_mv 177
dc.source.endpage.none.fl_str_mv 182
bitstream.url.fl_str_mv https://repositorioacademico.upc.edu.pe/bitstream/10757/660252/1/license.txt
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