Physical modelling in reduced dimensions of contention walls made of reinforced earth by Geo-textile

A machine wasbuilt with the purpose to try physical modelling by making reinforced earth retaining walls with geo-textile. The machine reinforced earth retaining walls with geo-textile. The machine consists in a prismatic steel frame with steel sheet walls, including one in acrylic. The models was u...

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Tipo de recurso:
http://purl.org/coar/resource_type/c_6596
Fecha de publicación:
2007
Institución:
Universidad Pedagógica y Tecnológica de Colombia
Repositorio:
RiUPTC: Repositorio Institucional UPTC
Idioma:
spa
OAI Identifier:
oai:repositorio.uptc.edu.co:001/12124
Acceso en línea:
https://revistas.uptc.edu.co/index.php/ingenieria_sogamoso/article/view/846
https://repositorio.uptc.edu.co/handle/001/12124
Palabra clave:
reinforced earth
geotextile
physical
modelling
retaining wall
tierra armada
geotextil
modelación fisica
muros de contención
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License
Derechos de autor 2007 Ingeniería Investigación y Desarrollo
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spelling 2007-07-032024-07-05T18:47:34Z2024-07-05T18:47:34Zhttps://revistas.uptc.edu.co/index.php/ingenieria_sogamoso/article/view/846https://repositorio.uptc.edu.co/handle/001/12124A machine wasbuilt with the purpose to try physical modelling by making reinforced earth retaining walls with geo-textile. The machine reinforced earth retaining walls with geo-textile. The machine consists in a prismatic steel frame with steel sheet walls, including one in acrylic. The models was used sand out of washed rock, and as reinforcement was used an especial fabric, which underwent the standard testing in the factory PAVCO.  The model 0.80 m long and 0.20 m wide, full of sand reinforced with the fabric. A total of 6 models were made whith different thickness of reinforced layer. The models were subject to a comprension load, and during the loading process it was observed the failure mechanism and stress-displacement behavior.Con el objeto de ensayar modelos escalados, se construyó un  equipo  para  la  modelación  física  de  muros  de contención en  tierra  reforzada con geotextil. El equipo consiste  en un marco de  acero prismático  con paredes  en  lámina  de  acero,  una  de  ellas  en  acrílico.  En  la construcción  de  los modelos  se  utilizó  arena  de  peña lavada, el material de refuerzo consiste en una tela tipo interlón,  material  al  que  se  le  realizaron  los  ensayos estándar que se adelantan a los geotextiles en la empresa Pavco. El modelo consiste en un muro de 0,60 m de alto, 0,80 m de largo y 0,20 m de ancho de arena reforzada con tela. En  total se  realizaron seis modelos con diferentes espesores de capa reforzada, los modelos se sometieron   a una carga de compresión y durante el proceso de carga se observó el mecanismo de  falla y  la curva esfuerzo-desplazamiento del modelo.application/pdfspaspaUniversidad Pedagógica y Tecnológica de Colombia - UPTChttps://revistas.uptc.edu.co/index.php/ingenieria_sogamoso/article/view/846/845Derechos de autor 2007 Ingeniería Investigación y Desarrollohttp://purl.org/coar/access_right/c_abf97http://purl.org/coar/access_right/c_abf2Ingeniería Investigación y Desarrollo; Vol. 4 No. 1: enero-junio de 2007; 41-47Ingeniería Investigación y Desarrollo; Vol. 4 Núm. 1: enero-junio de 2007; 41-472422-43241900-771Xreinforced earthgeotextilephysicalmodellingretaining walltierra armadageotextilmodelación fisicamuros de contenciónPhysical modelling in reduced dimensions of contention walls made of reinforced earth by Geo-textileModelación física en dimensiones reducidas de muros de contención en tierra armada con geotextilinfo:eu-repo/semantics/articlehttp://purl.org/coar/resource_type/c_6596http://purl.org/coar/resource_type/c_2df8fbb1http://purl.org/coar/version/c_970fb48d4fbd8a180http://purl.org/coar/version/c_970fb48d4fbd8a85Espitia-López, Jairo MartínRamírez-Ruiz, Ana CarolinaMéndez-Zuluaga, José Rodrigo001/12124oai:repositorio.uptc.edu.co:001/121242025-07-18 11:25:29.537metadata.onlyhttps://repositorio.uptc.edu.coRepositorio Institucional UPTCrepositorio.uptc@uptc.edu.co
dc.title.en-US.fl_str_mv Physical modelling in reduced dimensions of contention walls made of reinforced earth by Geo-textile
dc.title.es-ES.fl_str_mv Modelación física en dimensiones reducidas de muros de contención en tierra armada con geotextil
title Physical modelling in reduced dimensions of contention walls made of reinforced earth by Geo-textile
spellingShingle Physical modelling in reduced dimensions of contention walls made of reinforced earth by Geo-textile
reinforced earth
geotextile
physical
modelling
retaining wall
tierra armada
geotextil
modelación fisica
muros de contención
title_short Physical modelling in reduced dimensions of contention walls made of reinforced earth by Geo-textile
title_full Physical modelling in reduced dimensions of contention walls made of reinforced earth by Geo-textile
title_fullStr Physical modelling in reduced dimensions of contention walls made of reinforced earth by Geo-textile
title_full_unstemmed Physical modelling in reduced dimensions of contention walls made of reinforced earth by Geo-textile
title_sort Physical modelling in reduced dimensions of contention walls made of reinforced earth by Geo-textile
dc.subject.en-US.fl_str_mv reinforced earth
geotextile
physical
modelling
retaining wall
topic reinforced earth
geotextile
physical
modelling
retaining wall
tierra armada
geotextil
modelación fisica
muros de contención
dc.subject.es-ES.fl_str_mv tierra armada
geotextil
modelación fisica
muros de contención
description A machine wasbuilt with the purpose to try physical modelling by making reinforced earth retaining walls with geo-textile. The machine reinforced earth retaining walls with geo-textile. The machine consists in a prismatic steel frame with steel sheet walls, including one in acrylic. The models was used sand out of washed rock, and as reinforcement was used an especial fabric, which underwent the standard testing in the factory PAVCO.  The model 0.80 m long and 0.20 m wide, full of sand reinforced with the fabric. A total of 6 models were made whith different thickness of reinforced layer. The models were subject to a comprension load, and during the loading process it was observed the failure mechanism and stress-displacement behavior.
publishDate 2007
dc.date.accessioned.none.fl_str_mv 2024-07-05T18:47:34Z
dc.date.available.none.fl_str_mv 2024-07-05T18:47:34Z
dc.date.none.fl_str_mv 2007-07-03
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
dc.type.coar.spa.fl_str_mv http://purl.org/coar/resource_type/c_6596
dc.type.coarversion.spa.fl_str_mv http://purl.org/coar/version/c_970fb48d4fbd8a180
format http://purl.org/coar/resource_type/c_6596
dc.identifier.none.fl_str_mv https://revistas.uptc.edu.co/index.php/ingenieria_sogamoso/article/view/846
dc.identifier.uri.none.fl_str_mv https://repositorio.uptc.edu.co/handle/001/12124
url https://revistas.uptc.edu.co/index.php/ingenieria_sogamoso/article/view/846
https://repositorio.uptc.edu.co/handle/001/12124
dc.language.none.fl_str_mv spa
dc.language.iso.none.fl_str_mv spa
language spa
dc.relation.none.fl_str_mv https://revistas.uptc.edu.co/index.php/ingenieria_sogamoso/article/view/846/845
dc.rights.es-ES.fl_str_mv Derechos de autor 2007 Ingeniería Investigación y Desarrollo
dc.rights.coar.fl_str_mv http://purl.org/coar/access_right/c_abf2
dc.rights.coar.spa.fl_str_mv http://purl.org/coar/access_right/c_abf97
rights_invalid_str_mv Derechos de autor 2007 Ingeniería Investigación y Desarrollo
http://purl.org/coar/access_right/c_abf97
http://purl.org/coar/access_right/c_abf2
dc.format.none.fl_str_mv application/pdf
dc.publisher.es-ES.fl_str_mv Universidad Pedagógica y Tecnológica de Colombia - UPTC
dc.source.en-US.fl_str_mv Ingeniería Investigación y Desarrollo; Vol. 4 No. 1: enero-junio de 2007; 41-47
dc.source.es-ES.fl_str_mv Ingeniería Investigación y Desarrollo; Vol. 4 Núm. 1: enero-junio de 2007; 41-47
dc.source.none.fl_str_mv 2422-4324
1900-771X
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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