Study of soils used with subgrade and sub-ballast in Brazilian railways

Detalhes bibliográficos
Autor(a) principal: Hilário,Ronderson Queiroz
Data de Publicação: 2022
Outros Autores: Fernandes,Gilberto, Alves,Hebert da Consolação
Tipo de documento: Artigo
Idioma: eng
Título da fonte: REM - International Engineering Journal
Texto Completo: http://old.scielo.br/scielo.php?script=sci_arttext&pid=S2448-167X2022000300197
Resumo: Abstract Brazil has an extremely limited railroad network compared to other developed and developing countries. There are projects to expand this mesh. Knowing that the cost of implementing a railroad is high, research for solutions that allow cost reduction is of great importance. But the parameters of the materials used in the subgrade and sub-ballast layers are from other countries, which can cause the cost to increase to meet these parameters. Through strength parameters and mineralogical analysis, it is possible to use or not fine tropical soils as a layer of railway pavement. A critical analysis of the standards that are used to scale and/or verify whether a particular soil can be used in these layers was undertaken. For this, the following tests were performed: Granulometry, Atterberg Limits, Compaction, California Support Index (CBR or ISC), Expansion, MCT Classification Test (Miniature, Compacted, Tropical), Dynamic Triaxial and X-Ray Diffraction. From the results, it could be seen that although one of the soils is thin, it presented satisfactory results in relation to the use in layers of the railway pavement. It was verified that it is necessary to use more modern tests, focusing on mechanistic dimensioning for dimensioning pavement layers.
id FG-1_77a8e8c4207c6640ffad876397c14047
oai_identifier_str oai:scielo:S2448-167X2022000300197
network_acronym_str FG-1
network_name_str REM - International Engineering Journal
repository_id_str
spelling Study of soils used with subgrade and sub-ballast in Brazilian railwayssubgradesub-ballasttropical soilsAbstract Brazil has an extremely limited railroad network compared to other developed and developing countries. There are projects to expand this mesh. Knowing that the cost of implementing a railroad is high, research for solutions that allow cost reduction is of great importance. But the parameters of the materials used in the subgrade and sub-ballast layers are from other countries, which can cause the cost to increase to meet these parameters. Through strength parameters and mineralogical analysis, it is possible to use or not fine tropical soils as a layer of railway pavement. A critical analysis of the standards that are used to scale and/or verify whether a particular soil can be used in these layers was undertaken. For this, the following tests were performed: Granulometry, Atterberg Limits, Compaction, California Support Index (CBR or ISC), Expansion, MCT Classification Test (Miniature, Compacted, Tropical), Dynamic Triaxial and X-Ray Diffraction. From the results, it could be seen that although one of the soils is thin, it presented satisfactory results in relation to the use in layers of the railway pavement. It was verified that it is necessary to use more modern tests, focusing on mechanistic dimensioning for dimensioning pavement layers.Fundação Gorceix2022-09-01info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersiontext/htmlhttp://old.scielo.br/scielo.php?script=sci_arttext&pid=S2448-167X2022000300197REM - International Engineering Journal v.75 n.3 2022reponame:REM - International Engineering Journalinstname:Fundação Gorceix (FG)instacron:FG10.1590/0370-44672021750023info:eu-repo/semantics/openAccessHilário,Ronderson QueirozFernandes,GilbertoAlves,Hebert da Consolaçãoeng2022-07-04T00:00:00Zoai:scielo:S2448-167X2022000300197Revistahttps://www.rem.com.br/?lang=pt-brPRIhttps://old.scielo.br/oai/scielo-oai.php||editor@rem.com.br2448-167X2448-167Xopendoar:2022-07-04T00:00REM - International Engineering Journal - Fundação Gorceix (FG)false
dc.title.none.fl_str_mv Study of soils used with subgrade and sub-ballast in Brazilian railways
title Study of soils used with subgrade and sub-ballast in Brazilian railways
spellingShingle Study of soils used with subgrade and sub-ballast in Brazilian railways
Hilário,Ronderson Queiroz
subgrade
sub-ballast
tropical soils
title_short Study of soils used with subgrade and sub-ballast in Brazilian railways
title_full Study of soils used with subgrade and sub-ballast in Brazilian railways
title_fullStr Study of soils used with subgrade and sub-ballast in Brazilian railways
title_full_unstemmed Study of soils used with subgrade and sub-ballast in Brazilian railways
title_sort Study of soils used with subgrade and sub-ballast in Brazilian railways
author Hilário,Ronderson Queiroz
author_facet Hilário,Ronderson Queiroz
Fernandes,Gilberto
Alves,Hebert da Consolação
author_role author
author2 Fernandes,Gilberto
Alves,Hebert da Consolação
author2_role author
author
dc.contributor.author.fl_str_mv Hilário,Ronderson Queiroz
Fernandes,Gilberto
Alves,Hebert da Consolação
dc.subject.por.fl_str_mv subgrade
sub-ballast
tropical soils
topic subgrade
sub-ballast
tropical soils
description Abstract Brazil has an extremely limited railroad network compared to other developed and developing countries. There are projects to expand this mesh. Knowing that the cost of implementing a railroad is high, research for solutions that allow cost reduction is of great importance. But the parameters of the materials used in the subgrade and sub-ballast layers are from other countries, which can cause the cost to increase to meet these parameters. Through strength parameters and mineralogical analysis, it is possible to use or not fine tropical soils as a layer of railway pavement. A critical analysis of the standards that are used to scale and/or verify whether a particular soil can be used in these layers was undertaken. For this, the following tests were performed: Granulometry, Atterberg Limits, Compaction, California Support Index (CBR or ISC), Expansion, MCT Classification Test (Miniature, Compacted, Tropical), Dynamic Triaxial and X-Ray Diffraction. From the results, it could be seen that although one of the soils is thin, it presented satisfactory results in relation to the use in layers of the railway pavement. It was verified that it is necessary to use more modern tests, focusing on mechanistic dimensioning for dimensioning pavement layers.
publishDate 2022
dc.date.none.fl_str_mv 2022-09-01
dc.type.driver.fl_str_mv info:eu-repo/semantics/article
dc.type.status.fl_str_mv info:eu-repo/semantics/publishedVersion
format article
status_str publishedVersion
dc.identifier.uri.fl_str_mv http://old.scielo.br/scielo.php?script=sci_arttext&pid=S2448-167X2022000300197
url http://old.scielo.br/scielo.php?script=sci_arttext&pid=S2448-167X2022000300197
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv 10.1590/0370-44672021750023
dc.rights.driver.fl_str_mv info:eu-repo/semantics/openAccess
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv text/html
dc.publisher.none.fl_str_mv Fundação Gorceix
publisher.none.fl_str_mv Fundação Gorceix
dc.source.none.fl_str_mv REM - International Engineering Journal v.75 n.3 2022
reponame:REM - International Engineering Journal
instname:Fundação Gorceix (FG)
instacron:FG
instname_str Fundação Gorceix (FG)
instacron_str FG
institution FG
reponame_str REM - International Engineering Journal
collection REM - International Engineering Journal
repository.name.fl_str_mv REM - International Engineering Journal - Fundação Gorceix (FG)
repository.mail.fl_str_mv ||editor@rem.com.br
_version_ 1754734691958652928