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Contribution of loamy soil treatment to improve embankments performance

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Resumo:This paper shows for a loamy soil the benefits of lime treatment on the evolution of the geomechanical properties governing the slope stability and the resistance against erosion of embankments. The main results indicate that the effective internal friction angle (φ) is quite unchanged through time, while the effective cohesion (c’) strongly increases. Furthermore, erosion tests using the LCPC erodimeter on slopes between 0 and 30 degrees, and for a curing time up to 112 days, have shown that the treated soil becomes insensitive to erosion after a few days. These results clearly establishe the benefits of lime treatment in safety and serviceability of embankments for highways and high speed trains and, consequently, have an important impact on the reduction of their life cycle costs.
Autores principais:De Bel, Régis
Outros Autores:Correia, A. Gomes; Verbrugge, Jean-Claude
Assunto:Lime treatment Loamy soil Geomechanical properties Curing time Slope Embankment Erosion Embankments Lime Soil treatment
Ano:2009
País:Portugal
Tipo de documento:comunicação em conferência
Tipo de acesso:acesso aberto
Instituição associada:Universidade do Minho
Idioma:inglês
Origem:RepositóriUM - Universidade do Minho
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author De Bel, Régis
author2 Correia, A. Gomes
Verbrugge, Jean-Claude
author2_role author
author
author_facet De Bel, Régis
Correia, A. Gomes
Verbrugge, Jean-Claude
author_role author
contributor_name_str_mv RepositóriUM - Universidade do Minho
country_str PT
creators_json_txt [{\"Person.name\":\"De Bel, Régis\"},{\"Person.name\":\"Correia, A. Gomes\"},{\"Person.name\":\"Verbrugge, Jean-Claude\"}]
datacite.contributors.contributor.contributorName.fl_str_mv RepositóriUM - Universidade do Minho
datacite.creators.creator.creatorName.fl_str_mv De Bel, Régis
Correia, A. Gomes
Verbrugge, Jean-Claude
datacite.date.Accepted.fl_str_mv 2009-01-01T00:00:00Z
datacite.date.available.fl_str_mv 2010-12-27T10:01:55Z
datacite.date.embargoed.fl_str_mv 2010-12-27T10:01:55Z
datacite.rights.fl_str_mv http://purl.org/coar/access_right/c_abf2
datacite.subjects.subject.fl_str_mv Lime treatment
Loamy soil
Geomechanical properties
Curing time
Slope
Embankment
Erosion
Embankments
Lime
Soil treatment
datacite.titles.title.fl_str_mv Contribution of loamy soil treatment to improve embankments performance
dc.contributor.none.fl_str_mv RepositóriUM - Universidade do Minho
dc.creator.none.fl_str_mv De Bel, Régis
Correia, A. Gomes
Verbrugge, Jean-Claude
dc.date.Accepted.fl_str_mv 2009-01-01T00:00:00Z
dc.date.available.fl_str_mv 2010-12-27T10:01:55Z
dc.date.embargoed.fl_str_mv 2010-12-27T10:01:55Z
dc.format.none.fl_str_mv application/pdf
application/pdf
dc.identifier.none.fl_str_mv https://hdl.handle.net/1822/11447
dc.language.none.fl_str_mv eng
dc.publisher.none.fl_str_mv American Society of Civil Engineers (ASCE)
dc.rights.none.fl_str_mv http://purl.org/coar/access_right/c_abf2
dc.subject.none.fl_str_mv Lime treatment
Loamy soil
Geomechanical properties
Curing time
Slope
Embankment
Erosion
Embankments
Lime
Soil treatment
dc.title.fl_str_mv Contribution of loamy soil treatment to improve embankments performance
dc.type.none.fl_str_mv http://purl.org/coar/resource_type/c_5794
description This paper shows for a loamy soil the benefits of lime treatment on the evolution of the geomechanical properties governing the slope stability and the resistance against erosion of embankments. The main results indicate that the effective internal friction angle (φ) is quite unchanged through time, while the effective cohesion (c’) strongly increases. Furthermore, erosion tests using the LCPC erodimeter on slopes between 0 and 30 degrees, and for a curing time up to 112 days, have shown that the treated soil becomes insensitive to erosion after a few days. These results clearly establishe the benefits of lime treatment in safety and serviceability of embankments for highways and high speed trains and, consequently, have an important impact on the reduction of their life cycle costs.
dirty 0
eu_rights_str_mv openAccess
format conferencePaper
fulltext.url.fl_str_mv https://repositorium.uminho.pt/bitstreams/601693d0-d00f-425e-a6b0-232d5816ad01/download
id rum_7e6f38e524c71ea69fa729dca3c5e396
identifier.url.fl_str_mv https://hdl.handle.net/1822/11447
instacron_str repositorium
institution Universidade do Minho
instname_str Universidade do Minho
language eng
network_acronym_str rum
network_name_str RepositóriUM - Universidade do Minho
oai_identifier_str oai:repositorium.uminho.pt:1822/11447
organization_str_mv urn:organizationAcronym:repositorium
person_str_mv De Bel, Régis
Correia, A. Gomes
Verbrugge, Jean-Claude
publishDate 2009
publisher.none.fl_str_mv American Society of Civil Engineers (ASCE)
reponame_str RepositóriUM - Universidade do Minho
repository_id_str urn:repositoryAcronym:rum
service_str_mv urn:repositoryAcronym:rum
spelling engAmerican Society of Civil Engineers (ASCE)porThis paper shows for a loamy soil the benefits of lime treatment on the evolution of the geomechanical properties governing the slope stability and the resistance against erosion of embankments. The main results indicate that the effective internal friction angle (φ) is quite unchanged through time, while the effective cohesion (c’) strongly increases. Furthermore, erosion tests using the LCPC erodimeter on slopes between 0 and 30 degrees, and for a curing time up to 112 days, have shown that the treated soil becomes insensitive to erosion after a few days. These results clearly establishe the benefits of lime treatment in safety and serviceability of embankments for highways and high speed trains and, consequently, have an important impact on the reduction of their life cycle costs.application/pdfapplication/pdfporContribution of loamy soil treatment to improve embankments performanceDe Bel, RégisCorreia, A. GomesVerbrugge, Jean-ClaudeHostingInstitutionOrganizationalRepositóriUM - Universidade do Minhoe-mailmailto:repositorium@usdb.uminho.ptrepositorium@usdb.uminho.ptCITATION“Geotechnical Special Publication”. 189 (2009) 186-191.ISBNIsPartOf9780784410417ISSNIsPartOf0895-0563DOIIsPartOf10.1061/41041(348)272010-12-27T10:01:55Z20092009-01-01T00:00:00ZHandlehttps://hdl.handle.net/1822/11447http://purl.org/coar/access_right/c_abf2open accessLime treatmentLoamy soilGeomechanical propertiesCuring timeSlopeEmbankmentErosionEmbankmentsLimeSoil treatment638786 bytes441668 bytesother research producthttp://purl.org/coar/resource_type/c_5794conference paperhttp://purl.org/coar/access_right/c_abf2application/pdffulltexthttps://repositorium.uminho.pt/bitstreams/601693d0-d00f-425e-a6b0-232d5816ad01/downloadhttp://purl.org/coar/access_right/c_abf2application/pdffulltexthttps://repositorium.uminho.pt/bitstreams/da3519a3-66cf-432b-8424-b67ce397eb7e/download
spellingShingle Contribution of loamy soil treatment to improve embankments performance
De Bel, Régis
Lime treatment
Loamy soil
Geomechanical properties
Curing time
Slope
Embankment
Erosion
Embankments
Lime
Soil treatment
status SINGLETON
subject.fl_str_mv Lime treatment
Loamy soil
Geomechanical properties
Curing time
Slope
Embankment
Erosion
Embankments
Lime
Soil treatment
title Contribution of loamy soil treatment to improve embankments performance
title_full Contribution of loamy soil treatment to improve embankments performance
title_fullStr Contribution of loamy soil treatment to improve embankments performance
title_full_unstemmed Contribution of loamy soil treatment to improve embankments performance
title_short Contribution of loamy soil treatment to improve embankments performance
title_sort Contribution of loamy soil treatment to improve embankments performance
topic Lime treatment
Loamy soil
Geomechanical properties
Curing time
Slope
Embankment
Erosion
Embankments
Lime
Soil treatment
topic_facet Lime treatment
Loamy soil
Geomechanical properties
Curing time
Slope
Embankment
Erosion
Embankments
Lime
Soil treatment
url https://hdl.handle.net/1822/11447
visible 1