Mechanical behavior direct shear a volcanic sand reinforced with polypropylene fiber and cement

Descripción del Articulo

El texto completo de este trabajo no está disponible en el Repositorio Académico UPC por restricciones de la casa editorial donde ha sido publicado.
Detalles Bibliográficos
Autores: Maurizio, Cabrera Barrionuevo, Aguilar Jean Pierre, Dominguez, Lidia, Pacheco Miranda
Formato: artículo
Fecha de Publicación:2020
Institución:Universidad Peruana de Ciencias Aplicadas
Repositorio:UPC-Institucional
Lenguaje:inglés
OAI Identifier:oai:repositorioacademico.upc.edu.pe:10757/656411
Enlace del recurso:http://hdl.handle.net/10757/656411
Nivel de acceso:acceso embargado
Materia:angle of friction
Cohesion
Maximum dry density
Shear direct
volcanic sand
https://purl.org/pe-repo/ocde/ford#2.01.00
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repository_id_str 2670
dc.title.en_US.fl_str_mv Mechanical behavior direct shear a volcanic sand reinforced with polypropylene fiber and cement
title Mechanical behavior direct shear a volcanic sand reinforced with polypropylene fiber and cement
spellingShingle Mechanical behavior direct shear a volcanic sand reinforced with polypropylene fiber and cement
Maurizio, Cabrera Barrionuevo
angle of friction
Cohesion
Maximum dry density
Shear direct
volcanic sand
https://purl.org/pe-repo/ocde/ford#2.01.00
title_short Mechanical behavior direct shear a volcanic sand reinforced with polypropylene fiber and cement
title_full Mechanical behavior direct shear a volcanic sand reinforced with polypropylene fiber and cement
title_fullStr Mechanical behavior direct shear a volcanic sand reinforced with polypropylene fiber and cement
title_full_unstemmed Mechanical behavior direct shear a volcanic sand reinforced with polypropylene fiber and cement
title_sort Mechanical behavior direct shear a volcanic sand reinforced with polypropylene fiber and cement
author Maurizio, Cabrera Barrionuevo
author_facet Maurizio, Cabrera Barrionuevo
Aguilar Jean Pierre, Dominguez
Lidia, Pacheco Miranda
author_role author
author2 Aguilar Jean Pierre, Dominguez
Lidia, Pacheco Miranda
author2_role author
author
dc.contributor.author.fl_str_mv Maurizio, Cabrera Barrionuevo
Aguilar Jean Pierre, Dominguez
Lidia, Pacheco Miranda
dc.subject.en_US.fl_str_mv angle of friction
Cohesion
Maximum dry density
Shear direct
volcanic sand
topic angle of friction
Cohesion
Maximum dry density
Shear direct
volcanic sand
https://purl.org/pe-repo/ocde/ford#2.01.00
dc.subject.ocde.none.fl_str_mv https://purl.org/pe-repo/ocde/ford#2.01.00
description El texto completo de este trabajo no está disponible en el Repositorio Académico UPC por restricciones de la casa editorial donde ha sido publicado.
publishDate 2020
dc.date.accessioned.none.fl_str_mv 2021-06-08T13:15:21Z
dc.date.available.none.fl_str_mv 2021-06-08T13:15:21Z
dc.date.issued.fl_str_mv 2020-09-30
dc.type.en_US.fl_str_mv info:eu-repo/semantics/article
format article
dc.identifier.doi.none.fl_str_mv 10.1109/CONIITI51147.2020.9240238
dc.identifier.uri.none.fl_str_mv http://hdl.handle.net/10757/656411
dc.identifier.journal.en_US.fl_str_mv 2020 Congreso Internacional de Innovacion y Tendencias en Ingenieria, CONIITI 2020 - Conference Proceedings
dc.identifier.eid.none.fl_str_mv 2-s2.0-85096601265
dc.identifier.scopusid.none.fl_str_mv SCOPUS_ID:85096601265
dc.identifier.isni.none.fl_str_mv 0000 0001 2196 144X
identifier_str_mv 10.1109/CONIITI51147.2020.9240238
2020 Congreso Internacional de Innovacion y Tendencias en Ingenieria, CONIITI 2020 - Conference Proceedings
2-s2.0-85096601265
SCOPUS_ID:85096601265
0000 0001 2196 144X
url http://hdl.handle.net/10757/656411
dc.language.iso.en_US.fl_str_mv eng
language eng
dc.relation.url.en_US.fl_str_mv https://ieeexplore.ieee.org/document/9240238
dc.rights.en_US.fl_str_mv info:eu-repo/semantics/embargoedAccess
eu_rights_str_mv embargoedAccess
dc.format.en_US.fl_str_mv application/pdf
dc.publisher.en_US.fl_str_mv Institute of Electrical and Electronics Engineers Inc.
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 2020 Congreso Internacional de Innovacion y Tendencias en Ingenieria, CONIITI 2020 - Conference Proceedings
bitstream.url.fl_str_mv https://repositorioacademico.upc.edu.pe/bitstream/10757/656411/1/license.txt
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spelling f43e41354802b6e2695bd2f867b4cd36f7473bc99726d3af0f34b0cc533355f0c8019bec1f5dbc868c7a4cb234a9cd6eMaurizio, Cabrera BarrionuevoAguilar Jean Pierre, DominguezLidia, Pacheco Miranda2021-06-08T13:15:21Z2021-06-08T13:15:21Z2020-09-3010.1109/CONIITI51147.2020.9240238http://hdl.handle.net/10757/6564112020 Congreso Internacional de Innovacion y Tendencias en Ingenieria, CONIITI 2020 - Conference Proceedings2-s2.0-85096601265SCOPUS_ID:850966012650000 0001 2196 144XEl texto completo de este trabajo no está disponible en el Repositorio Académico UPC por restricciones de la casa editorial donde ha sido publicado.This article describes consolidated Direct Cut tests not drained in the laboratory, carried out on samples of volcanic sand from Arequipa, Peru. The samples were tested for maximum dry density and optimal moisture content; Furthermore, they were reinforced with polypropylene fibers and cement. The samples were reinforced with 0.5% cement with respect to the dry weight of the sample soil and tested at 3 days. The added polypropylene fiber has dimensions of 48 mm wide with 1.2855 mm long and 0.3325 mm thick, and they were used in different percentages regarding the dry weight of the soil sample (0.25% -0.75% -1.00% -1.25%). The results of the tests indicated that the addition of polypropylene fibers together with the cement increases the resistance to cut proportionally to the amount of fiber up to 1% of fiber, this being the best result obtained, decreasing the resistance as the percentage of polypropylene fiber.application/pdfengInstitute of Electrical and Electronics Engineers Inc.https://ieeexplore.ieee.org/document/9240238info:eu-repo/semantics/embargoedAccessangle of frictionCohesionMaximum dry densityShear directvolcanic sandhttps://purl.org/pe-repo/ocde/ford#2.01.00Mechanical behavior direct shear a volcanic sand reinforced with polypropylene fiber and cementinfo:eu-repo/semantics/article2020 Congreso Internacional de Innovacion y Tendencias en Ingenieria, CONIITI 2020 - Conference Proceedingsreponame:UPC-Institucionalinstname:Universidad Peruana de Ciencias Aplicadasinstacron:UPCLICENSElicense.txtlicense.txttext/plain; charset=utf-81748https://repositorioacademico.upc.edu.pe/bitstream/10757/656411/1/license.txt8a4605be74aa9ea9d79846c1fba20a33MD51false10757/656411oai:repositorioacademico.upc.edu.pe:10757/6564112025-10-30 07:41:40.927Repositorio Académico UPCupc@openrepository.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Mechanical behavior direct shear a volcanic sand reinforced with polypropylene fiber and cement
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