Analysis of high plasticity clayey soil improvement at subgrade level through Portland cement added to decrease volumetric change

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This research includes the potential for resistance and the expansion that the soil presents, this evaluation was carried out through CBR tests. The soil cement technique was used to improve the physical and mechanical characteristics; this process consists in mixing the material with Portland cemen...

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Detalles Bibliográficos
Autores: Castro, M., Navarro, J., Aybar, G., Duran, G.
Formato: artículo
Fecha de Publicación:2020
Institución:Universidad Peruana de Ciencias Aplicadas
Repositorio:UPC-Institucional
Lenguaje:inglés
OAI Identifier:oai:repositorioacademico.upc.edu.pe:10757/651763
Enlace del recurso:http://hdl.handle.net/10757/651763
Nivel de acceso:acceso abierto
Materia:High plasticity
Clayey soil
Portland cement
Decrease volumetric
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dc.title.en_US.fl_str_mv Analysis of high plasticity clayey soil improvement at subgrade level through Portland cement added to decrease volumetric change
title Analysis of high plasticity clayey soil improvement at subgrade level through Portland cement added to decrease volumetric change
spellingShingle Analysis of high plasticity clayey soil improvement at subgrade level through Portland cement added to decrease volumetric change
Castro, M.
High plasticity
Clayey soil
Portland cement
Decrease volumetric
title_short Analysis of high plasticity clayey soil improvement at subgrade level through Portland cement added to decrease volumetric change
title_full Analysis of high plasticity clayey soil improvement at subgrade level through Portland cement added to decrease volumetric change
title_fullStr Analysis of high plasticity clayey soil improvement at subgrade level through Portland cement added to decrease volumetric change
title_full_unstemmed Analysis of high plasticity clayey soil improvement at subgrade level through Portland cement added to decrease volumetric change
title_sort Analysis of high plasticity clayey soil improvement at subgrade level through Portland cement added to decrease volumetric change
dc.creator.none.fl_str_mv Castro, M.
author Castro, M.
author_facet Castro, M.
Navarro, J.
Aybar, G.
Duran, G.
author_role author
author2 Navarro, J.
Aybar, G.
Duran, G.
author2_role author
author
author
dc.contributor.author.fl_str_mv Castro, M.
Navarro, J.
Aybar, G.
Duran, G.
dc.subject.en_US.fl_str_mv High plasticity
Clayey soil
Portland cement
Decrease volumetric
topic High plasticity
Clayey soil
Portland cement
Decrease volumetric
description This research includes the potential for resistance and the expansion that the soil presents, this evaluation was carried out through CBR tests. The soil cement technique was used to improve the physical and mechanical characteristics; this process consists in mixing the material with Portland cement type I. That combination forms soil cement 10%, 15% y 20%, which present an increase of the CBR (max: 138.7% and min: 91.9%) achieving a type of extraordinary subgrade to resist the structure of the pavement and a reduction of 7.18% in the expansion of the samples.
publishDate 2020
dc.date.accessioned.none.fl_str_mv 2020-04-23T16:35:25Z
dc.date.available.none.fl_str_mv 2020-04-23T16:35:25Z
dc.date.issued.fl_str_mv 2020-02-28
dc.type.en_US.fl_str_mv info:eu-repo/semantics/article
format article
dc.identifier.issn.none.fl_str_mv 17578981
dc.identifier.doi.none.fl_str_mv 10.1088/1757-899X/758/1/012040
dc.identifier.uri.none.fl_str_mv http://hdl.handle.net/10757/651763
dc.identifier.journal.en_US.fl_str_mv IOP Conference Series: Materials Science and Engineering
dc.identifier.eid.none.fl_str_mv 2-s2.0-85082128235
dc.identifier.scopusid.none.fl_str_mv SCOPUS_ID:85082128235
dc.identifier.isni.none.fl_str_mv 0000 0001 2196 144X
identifier_str_mv 17578981
10.1088/1757-899X/758/1/012040
IOP Conference Series: Materials Science and Engineering
2-s2.0-85082128235
SCOPUS_ID:85082128235
0000 0001 2196 144X
url http://hdl.handle.net/10757/651763
dc.language.iso.en_US.fl_str_mv eng
language eng
dc.relation.ispartof.en_US.fl_str_mv IOP Conference Series: Materials Science and Engineering
dc.relation.ispartofseries.en_US.fl_str_mv 1
dc.relation.url.en_US.fl_str_mv https://iopscience.iop.org/article/10.1088/1757-899X/758/1/012040
dc.relation.volume.none.fl_str_mv 758
dc.rights.en_US.fl_str_mv info:eu-repo/semantics/openAccess
dc.rights.*.fl_str_mv Attribution-NonCommercial-ShareAlike 4.0 International
dc.rights.uri.*.fl_str_mv http://creativecommons.org/licenses/by-nc-sa/4.0/
eu_rights_str_mv openAccess
rights_invalid_str_mv Attribution-NonCommercial-ShareAlike 4.0 International
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dc.format.en_US.fl_str_mv application/pdf
dc.publisher.en_US.fl_str_mv Institute of Physics Publishing
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
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Analysis of high plasticity clayey soil improvement at subgrade level through Portland cement added to decrease volumetric change
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