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...
- Autores:
- 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
- Rights
- License
- Derechos de autor 2007 Ingeniería Investigación y Desarrollo
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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 |
_version_ |
1839633819677753344 |