Surfactant modified clays’ consistency limits and contact angles
This study was aimed at preparing a surfactant modified clay (SMC) and researching the effect of surfactants on clays' contact angles and consistency limits; clay was thus modified by surfactants formodifying their engineering properties. Seven surfactants (trimethylglycine, hydroxyethylcellulo...
- Autores:
-
Akbulut, S
Nese, Z
Arasan, S
- Tipo de recurso:
- Article of journal
- Fecha de publicación:
- 2012
- Institución:
- Universidad Nacional de Colombia
- Repositorio:
- Universidad Nacional de Colombia
- Idioma:
- spa
- OAI Identifier:
- oai:repositorio.unal.edu.co:unal/72210
- Acceso en línea:
- https://repositorio.unal.edu.co/handle/unal/72210
http://bdigital.unal.edu.co/36683/
http://bdigital.unal.edu.co/36683/2/
- Palabra clave:
- Rights
- openAccess
- License
- Atribución-NoComercial 4.0 Internacional
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Atribución-NoComercial 4.0 InternacionalDerechos reservados - Universidad Nacional de Colombiahttp://creativecommons.org/licenses/by-nc/4.0/info:eu-repo/semantics/openAccesshttp://purl.org/coar/access_right/c_abf2Akbulut, S380f3d0f-7308-4270-8f7f-12800f120c1b300Nese, Z28530381-5be3-4355-8d94-5bb67070862a300Arasan, Sb18df350-ac01-4435-b173-963c88f5c7ce3002019-07-03T14:59:38Z2019-07-03T14:59:38Z2012https://repositorio.unal.edu.co/handle/unal/72210http://bdigital.unal.edu.co/36683/http://bdigital.unal.edu.co/36683/2/This study was aimed at preparing a surfactant modified clay (SMC) and researching the effect of surfactants on clays' contact angles and consistency limits; clay was thus modified by surfactants formodifying their engineering properties. Seven surfactants (trimethylglycine, hydroxyethylcellulose octyl phenol ethoxylate, linear alkylbenzene sulfonic acid, sodium lauryl ether sulfate, cetyl trimethylammonium chloride and quaternised ethoxylated fatty amine) were used as surfactants in this study. The experimental results indicated that SMC consistency limits (liquid and plastic limits) changedsignificantly compared to those of natural clay. Plasticity index and liquid limit (PI-LL) values representing soil class approached the A-line when zwitterion, nonionic, and anionic surfactant percentageincreased. However, cationic SMC became transformed from CH (high plasticity clay) to MH (high plasticity silt) class soils, according to the unified soil classification system (USCS). Clay modifiedwith cationic and anionic surfactants gave higher and lower contact angles than natural clay, respectively.application/pdfspaUNIVERSIDAD NACIONAL DE COLOMBIAhttp://revistas.unal.edu.co/index.php/esrj/article/view/37613Universidad Nacional de Colombia Revistas electrónicas UN Earth Sciences Research JournalEarth Sciences Research JournalEarth Sciences Research Journal; Vol. 16, núm. 2 (2012) Earth Sciences Research Journal; Vol. 16, núm. 2 (2012) 2339-3459 1794-6190Akbulut, S and Nese, Z and Arasan, S (2012) Surfactant modified clays’ consistency limits and contact angles. Earth Sciences Research Journal; Vol. 16, núm. 2 (2012) Earth Sciences Research Journal; Vol. 16, núm. 2 (2012) 2339-3459 1794-6190 .Surfactant modified clays’ consistency limits and contact anglesArtículo de revistainfo:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionhttp://purl.org/coar/resource_type/c_6501http://purl.org/coar/resource_type/c_2df8fbb1http://purl.org/coar/version/c_970fb48d4fbd8a85Texthttp://purl.org/redcol/resource_type/ARTORIGINAL37613-166670-1-PB.pdfapplication/pdf299570https://repositorio.unal.edu.co/bitstream/unal/72210/1/37613-166670-1-PB.pdf58c48bee317586bb6e3b01f8452579b9MD51THUMBNAIL37613-166670-1-PB.pdf.jpg37613-166670-1-PB.pdf.jpgGenerated Thumbnailimage/jpeg7917https://repositorio.unal.edu.co/bitstream/unal/72210/2/37613-166670-1-PB.pdf.jpgbce2d1980cc2cd358194769b586422d9MD52unal/72210oai:repositorio.unal.edu.co:unal/722102023-06-22 23:03:52.216Repositorio Institucional Universidad Nacional de Colombiarepositorio_nal@unal.edu.co |
dc.title.spa.fl_str_mv |
Surfactant modified clays’ consistency limits and contact angles |
title |
Surfactant modified clays’ consistency limits and contact angles |
spellingShingle |
Surfactant modified clays’ consistency limits and contact angles |
title_short |
Surfactant modified clays’ consistency limits and contact angles |
title_full |
Surfactant modified clays’ consistency limits and contact angles |
title_fullStr |
Surfactant modified clays’ consistency limits and contact angles |
title_full_unstemmed |
Surfactant modified clays’ consistency limits and contact angles |
title_sort |
Surfactant modified clays’ consistency limits and contact angles |
dc.creator.fl_str_mv |
Akbulut, S Nese, Z Arasan, S |
dc.contributor.author.spa.fl_str_mv |
Akbulut, S Nese, Z Arasan, S |
description |
This study was aimed at preparing a surfactant modified clay (SMC) and researching the effect of surfactants on clays' contact angles and consistency limits; clay was thus modified by surfactants formodifying their engineering properties. Seven surfactants (trimethylglycine, hydroxyethylcellulose octyl phenol ethoxylate, linear alkylbenzene sulfonic acid, sodium lauryl ether sulfate, cetyl trimethylammonium chloride and quaternised ethoxylated fatty amine) were used as surfactants in this study. The experimental results indicated that SMC consistency limits (liquid and plastic limits) changedsignificantly compared to those of natural clay. Plasticity index and liquid limit (PI-LL) values representing soil class approached the A-line when zwitterion, nonionic, and anionic surfactant percentageincreased. However, cationic SMC became transformed from CH (high plasticity clay) to MH (high plasticity silt) class soils, according to the unified soil classification system (USCS). Clay modifiedwith cationic and anionic surfactants gave higher and lower contact angles than natural clay, respectively. |
publishDate |
2012 |
dc.date.issued.spa.fl_str_mv |
2012 |
dc.date.accessioned.spa.fl_str_mv |
2019-07-03T14:59:38Z |
dc.date.available.spa.fl_str_mv |
2019-07-03T14:59:38Z |
dc.type.spa.fl_str_mv |
Artículo de revista |
dc.type.coar.fl_str_mv |
http://purl.org/coar/resource_type/c_2df8fbb1 |
dc.type.driver.spa.fl_str_mv |
info:eu-repo/semantics/article |
dc.type.version.spa.fl_str_mv |
info:eu-repo/semantics/publishedVersion |
dc.type.coar.spa.fl_str_mv |
http://purl.org/coar/resource_type/c_6501 |
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http://purl.org/coar/version/c_970fb48d4fbd8a85 |
dc.type.content.spa.fl_str_mv |
Text |
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http://purl.org/redcol/resource_type/ART |
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publishedVersion |
dc.identifier.uri.none.fl_str_mv |
https://repositorio.unal.edu.co/handle/unal/72210 |
dc.identifier.eprints.spa.fl_str_mv |
http://bdigital.unal.edu.co/36683/ http://bdigital.unal.edu.co/36683/2/ |
url |
https://repositorio.unal.edu.co/handle/unal/72210 http://bdigital.unal.edu.co/36683/ http://bdigital.unal.edu.co/36683/2/ |
dc.language.iso.spa.fl_str_mv |
spa |
language |
spa |
dc.relation.spa.fl_str_mv |
http://revistas.unal.edu.co/index.php/esrj/article/view/37613 |
dc.relation.ispartof.spa.fl_str_mv |
Universidad Nacional de Colombia Revistas electrónicas UN Earth Sciences Research Journal Earth Sciences Research Journal |
dc.relation.ispartofseries.none.fl_str_mv |
Earth Sciences Research Journal; Vol. 16, núm. 2 (2012) Earth Sciences Research Journal; Vol. 16, núm. 2 (2012) 2339-3459 1794-6190 |
dc.relation.references.spa.fl_str_mv |
Akbulut, S and Nese, Z and Arasan, S (2012) Surfactant modified clays’ consistency limits and contact angles. Earth Sciences Research Journal; Vol. 16, núm. 2 (2012) Earth Sciences Research Journal; Vol. 16, núm. 2 (2012) 2339-3459 1794-6190 . |
dc.rights.spa.fl_str_mv |
Derechos reservados - Universidad Nacional de Colombia |
dc.rights.coar.fl_str_mv |
http://purl.org/coar/access_right/c_abf2 |
dc.rights.license.spa.fl_str_mv |
Atribución-NoComercial 4.0 Internacional |
dc.rights.uri.spa.fl_str_mv |
http://creativecommons.org/licenses/by-nc/4.0/ |
dc.rights.accessrights.spa.fl_str_mv |
info:eu-repo/semantics/openAccess |
rights_invalid_str_mv |
Atribución-NoComercial 4.0 Internacional Derechos reservados - Universidad Nacional de Colombia http://creativecommons.org/licenses/by-nc/4.0/ http://purl.org/coar/access_right/c_abf2 |
eu_rights_str_mv |
openAccess |
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application/pdf |
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UNIVERSIDAD NACIONAL DE COLOMBIA |
institution |
Universidad Nacional de Colombia |
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