Compressed earth blocks for rural housing in seismic zones using bagasse fibers from sugarcane
Descripción del Articulo
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...
Autores: | , , , |
---|---|
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 |
id |
UUPC_c5dda9a7075aacfdc299b6c1b21e1c6e |
---|---|
oai_identifier_str |
oai:repositorioacademico.upc.edu.pe:10757/660252 |
network_acronym_str |
UUPC |
network_name_str |
UPC-Institucional |
repository_id_str |
2670 |
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 |
eu_rights_str_mv |
embargoedAccess |
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 |
bitstream.checksum.fl_str_mv |
8a4605be74aa9ea9d79846c1fba20a33 |
bitstream.checksumAlgorithm.fl_str_mv |
MD5 |
repository.name.fl_str_mv |
Repositorio académico upc |
repository.mail.fl_str_mv |
upc@openrepository.com |
_version_ |
1837188479250857984 |
spelling |
e35b64b936f4d6cfdeb09b334d0e8d6389b4735fc39947037723da936fc94cbc408ec1a0abc242d632b1e1baf2196e50349fe21ef2b5de62d518a4ec54ae2c5e500Tello, JoseCabrera, MarloRodríguez, JoseEyzaguirre, Carlos2022-07-08T15:14:59Z2022-07-08T15:14:59Z2022-01-011013982610.4028/p-tsg594http://hdl.handle.net/10757/66025216629795Key Engineering Materials2-s2.0-85132706098SCOPUS_ID:851327060980000 0001 2196 144XThe 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.application/htmlengTrans Tech Publications Ltdhttps://www.scientific.net/KEM.922.177info:eu-repo/semantics/embargoedAccessAbsorptionCompressed earth blockCompressive strengthFlexural strengthSugarcane bagasseCompressed earth blocks for rural housing in seismic zones using bagasse fibers from sugarcaneinfo:eu-repo/semantics/articleKey Engineering Materials922177182reponame:UPC-Institucionalinstname:Universidad Peruana de Ciencias Aplicadasinstacron:UPCLICENSElicense.txtlicense.txttext/plain; charset=utf-81748https://repositorioacademico.upc.edu.pe/bitstream/10757/660252/1/license.txt8a4605be74aa9ea9d79846c1fba20a33MD51false10757/660252oai:repositorioacademico.upc.edu.pe:10757/6602522022-07-08 15:15:01.662Repositorio académico upcupc@openrepository.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 |
score |
13.959468 |
Nota importante:
La información contenida en este registro es de entera responsabilidad de la institución que gestiona el repositorio institucional donde esta contenido este documento o set de datos. El CONCYTEC no se hace responsable por los contenidos (publicaciones y/o datos) accesibles a través del Repositorio Nacional Digital de Ciencia, Tecnología e Innovación de Acceso Abierto (ALICIA).
La información contenida en este registro es de entera responsabilidad de la institución que gestiona el repositorio institucional donde esta contenido este documento o set de datos. El CONCYTEC no se hace responsable por los contenidos (publicaciones y/o datos) accesibles a través del Repositorio Nacional Digital de Ciencia, Tecnología e Innovación de Acceso Abierto (ALICIA).