Stress-strain and penetration characteristics of clay modified with crumb rubber

Waste disposal has become a serious issue worldwide due to the huge amount of by-products generated by refineries and smelting industries that threat the environment if they are disposed inefficiently. Development of roads leads to a large usage of vehicles and, hence, a large amount of rubber waste...

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Autores:
Tipo de recurso:
Fecha de publicación:
2018
Institución:
Universidad Pedagógica y Tecnológica de Colombia
Repositorio:
RiUPTC: Repositorio Institucional UPTC
Idioma:
eng
OAI Identifier:
oai:repositorio.uptc.edu.co:001/14227
Acceso en línea:
https://revistas.uptc.edu.co/index.php/ingenieria/article/view/8745
https://repositorio.uptc.edu.co/handle/001/14227
Palabra clave:
bearing
clay
crumb rubber
strength
arcilla
caucho de miga
fuerza
rodamiento
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License
http://purl.org/coar/access_right/c_abf404
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spelling 2018-08-072024-07-05T19:11:37Z2024-07-05T19:11:37Zhttps://revistas.uptc.edu.co/index.php/ingenieria/article/view/874510.19053/01211129.v28.n49.2018.8745https://repositorio.uptc.edu.co/handle/001/14227Waste disposal has become a serious issue worldwide due to the huge amount of by-products generated by refineries and smelting industries that threat the environment if they are disposed inefficiently. Development of roads leads to a large usage of vehicles and, hence, a large amount of rubber waste (i.e., from tyres). Given that storing this material pollutes the environment, its recycled reused is currently trending. Various percentages of crumb rubber (0, 10, 15, 20, 30, 40 and 50) were mixed with highly and low compressible clay to understand the strength and penetration characteristics of the modified clay. Additionally, the thickness reduction of the pavement layer that reduces construction costs was visualize.La eliminación de desechos se ha convertido en un problema serio en todo el mundo, dado que la cantidad de subproductos generados por las refinerías o las industrias de fundición es enorme y representa una amenaza para el medioambiente si no se elimina de manera eficiente. El desarrollo de carreteras propicia un gran uso de vehículos y la producción de grandes cantidades de desechos de caucho, es decir, de neumáticos. Como el almacenamiento de estos materiales conduce a la contaminación ambiental, la reutilización reciclada de este material es de tendencia. Se mezcló un porcentaje de goma de miga (0, 10, 15, 20, 30, 40 y 50%) con arcilla inorgánica y altamente compresible para comprender la resistencia y las características de penetración de la arcilla modificada. También se realizó un análisis para visualizar la reducción en el espesor de la capa de pavimento que reduce el costo de la construcción.application/pdfapplication/xmlengengUniversidad Pedagógica y Tecnológica de Colombiahttps://revistas.uptc.edu.co/index.php/ingenieria/article/view/8745/7249https://revistas.uptc.edu.co/index.php/ingenieria/article/view/8745/7350Revista Facultad de Ingeniería; Vol. 27 No. 49 (2018); 65-75Revista Facultad de Ingeniería; Vol. 27 Núm. 49 (2018); 65-752357-53280121-1129bearingclaycrumb rubberstrengtharcillacaucho de migafuerzarodamientoStress-strain and penetration characteristics of clay modified with crumb rubberTensión-deformación y penetración características de la arcilla modificada con caucho de migaresearchinvestigacióninfo:eu-repo/semantics/articlehttp://purl.org/coar/resource_type/c_2df8fbb1info:eu-repo/semantics/publishedVersionhttp://purl.org/coar/version/c_970fb48d4fbd8a487http://purl.org/coar/version/c_970fb48d4fbd8a85http://purl.org/coar/access_right/c_abf404http://purl.org/coar/access_right/c_abf2N.A.N.A.Vijayasimhan, Sivapriya001/14227oai:repositorio.uptc.edu.co:001/142272025-07-18 11:53:58.245metadata.onlyhttps://repositorio.uptc.edu.coRepositorio Institucional UPTCrepositorio.uptc@uptc.edu.co
dc.title.en-US.fl_str_mv Stress-strain and penetration characteristics of clay modified with crumb rubber
dc.title.es-ES.fl_str_mv Tensión-deformación y penetración características de la arcilla modificada con caucho de miga
title Stress-strain and penetration characteristics of clay modified with crumb rubber
spellingShingle Stress-strain and penetration characteristics of clay modified with crumb rubber
bearing
clay
crumb rubber
strength
arcilla
caucho de miga
fuerza
rodamiento
title_short Stress-strain and penetration characteristics of clay modified with crumb rubber
title_full Stress-strain and penetration characteristics of clay modified with crumb rubber
title_fullStr Stress-strain and penetration characteristics of clay modified with crumb rubber
title_full_unstemmed Stress-strain and penetration characteristics of clay modified with crumb rubber
title_sort Stress-strain and penetration characteristics of clay modified with crumb rubber
dc.subject.en-US.fl_str_mv bearing
clay
crumb rubber
strength
topic bearing
clay
crumb rubber
strength
arcilla
caucho de miga
fuerza
rodamiento
dc.subject.es-ES.fl_str_mv arcilla
caucho de miga
fuerza
rodamiento
description Waste disposal has become a serious issue worldwide due to the huge amount of by-products generated by refineries and smelting industries that threat the environment if they are disposed inefficiently. Development of roads leads to a large usage of vehicles and, hence, a large amount of rubber waste (i.e., from tyres). Given that storing this material pollutes the environment, its recycled reused is currently trending. Various percentages of crumb rubber (0, 10, 15, 20, 30, 40 and 50) were mixed with highly and low compressible clay to understand the strength and penetration characteristics of the modified clay. Additionally, the thickness reduction of the pavement layer that reduces construction costs was visualize.
publishDate 2018
dc.date.accessioned.none.fl_str_mv 2024-07-05T19:11:37Z
dc.date.available.none.fl_str_mv 2024-07-05T19:11:37Z
dc.date.none.fl_str_mv 2018-08-07
dc.type.en-US.fl_str_mv research
dc.type.es-ES.fl_str_mv investigación
dc.type.none.fl_str_mv info:eu-repo/semantics/article
dc.type.coar.fl_str_mv http://purl.org/coar/resource_type/c_2df8fbb1
dc.type.coarversion.fl_str_mv http://purl.org/coar/version/c_970fb48d4fbd8a85
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status_str publishedVersion
dc.identifier.none.fl_str_mv https://revistas.uptc.edu.co/index.php/ingenieria/article/view/8745
10.19053/01211129.v28.n49.2018.8745
dc.identifier.uri.none.fl_str_mv https://repositorio.uptc.edu.co/handle/001/14227
url https://revistas.uptc.edu.co/index.php/ingenieria/article/view/8745
https://repositorio.uptc.edu.co/handle/001/14227
identifier_str_mv 10.19053/01211129.v28.n49.2018.8745
dc.language.none.fl_str_mv eng
dc.language.iso.spa.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv https://revistas.uptc.edu.co/index.php/ingenieria/article/view/8745/7249
https://revistas.uptc.edu.co/index.php/ingenieria/article/view/8745/7350
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dc.format.none.fl_str_mv application/pdf
application/xml
dc.coverage.en-US.fl_str_mv N.A.
dc.coverage.es-ES.fl_str_mv N.A.
dc.publisher.en-US.fl_str_mv Universidad Pedagógica y Tecnológica de Colombia
dc.source.en-US.fl_str_mv Revista Facultad de Ingeniería; Vol. 27 No. 49 (2018); 65-75
dc.source.es-ES.fl_str_mv Revista Facultad de Ingeniería; Vol. 27 Núm. 49 (2018); 65-75
dc.source.none.fl_str_mv 2357-5328
0121-1129
institution Universidad Pedagógica y Tecnológica de Colombia
repository.name.fl_str_mv Repositorio Institucional UPTC
repository.mail.fl_str_mv repositorio.uptc@uptc.edu.co
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