Identification of failure mechanisms by internal rupture of geocell retaining walls through centrifuge modelling
Geocells earth retaining structures are in expansion at the present times worldwide. However, there is still the need for a clear design procedure that must be reliable and in accordance with the real retaining structure behaviour. The objective of this work is to perform a geotechnical centrifuge s...
- Autores:
-
Gómez Bautista, Diego Alexander
- Tipo de recurso:
- Fecha de publicación:
- 2012
- Institución:
- Universidad de los Andes
- Repositorio:
- Séneca: repositorio Uniandes
- Idioma:
- eng
- OAI Identifier:
- oai:repositorio.uniandes.edu.co:1992/11914
- Acceso en línea:
- http://hdl.handle.net/1992/11914
- Palabra clave:
- Muros de contención
Ingeniería hidráulica
Movimientos de tierras
Ingeniería
- Rights
- openAccess
- License
- https://repositorio.uniandes.edu.co/static/pdf/aceptacion_uso_es.pdf
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Al consultar y hacer uso de este recurso, está aceptando las condiciones de uso establecidas por los autores.https://repositorio.uniandes.edu.co/static/pdf/aceptacion_uso_es.pdfinfo:eu-repo/semantics/openAccesshttp://purl.org/coar/access_right/c_abf2Caicedo Hormaza, Bernardovirtual::629-1Gómez Bautista, Diego Alexander31cb4f68-94c1-441c-b900-9eb0f4a5883b600Estrada Mejía, NicolásCamacho Tauta, Javier FernandoReyes, Oscar2018-09-28T08:21:31Z2018-09-28T08:21:31Z2012http://hdl.handle.net/1992/11914u627950.pdfinstname:Universidad de los Andesreponame:Repositorio Institucional Sénecarepourl:https://repositorio.uniandes.edu.co/Geocells earth retaining structures are in expansion at the present times worldwide. However, there is still the need for a clear design procedure that must be reliable and in accordance with the real retaining structure behaviour. The objective of this work is to perform a geotechnical centrifuge study at 20g, by means of the elaboration of several centrifuge model tests on Geocells gravity retaining walls with the purpose to investigate and examine their structural capacity and failure mechanism under a critical loading, including incremental surcharge and water flow.Magíster en Ingeniería CivilMaestría88 hojasapplication/pdfenginstname:Universidad de los Andesreponame:Repositorio Institucional SénecaIdentification of failure mechanisms by internal rupture of geocell retaining walls through centrifuge modellingTrabajo de grado - Maestríainfo:eu-repo/semantics/masterThesishttp://purl.org/coar/version/c_970fb48d4fbd8a85Texthttp://purl.org/redcol/resource_type/TMMaestría en Ingeniería CivilFacultad de IngenieríaDepartamento de Ingeniería Civil y AmbientalMuros de contención Ingeniería hidráulicaMovimientos de tierrasIngenieríaPublicationhttps://scholar.google.es/citations?user=9Mm7xv4AAAAJvirtual::629-1https://scienti.minciencias.gov.co/cvlac/visualizador/generarCurriculoCv.do?cod_rh=0000246379virtual::629-176fcc284-15ff-46ea-8bd7-c7f7cf3cb821virtual::629-176fcc284-15ff-46ea-8bd7-c7f7cf3cb821virtual::629-1ORIGINALu627950.pdfapplication/pdf45252608https://repositorio.uniandes.edu.co/bitstreams/4430dde6-c2ec-4d8a-82de-39d874cb6667/download27453d2a806eda207b6e99b59c48aac2MD51TEXTu627950.pdf.txtu627950.pdf.txtExtracted texttext/plain88https://repositorio.uniandes.edu.co/bitstreams/9d236d64-5f75-42f0-819f-c5ef403c7e60/downloadf11ebb5f02434971b81b74ab992748bbMD54THUMBNAILu627950.pdf.jpgu627950.pdf.jpgIM Thumbnailimage/jpeg10808https://repositorio.uniandes.edu.co/bitstreams/bae88cb9-2946-47e4-afd2-07e80d1a7314/download3309586f801136f0384b82ada7f31fe0MD551992/11914oai:repositorio.uniandes.edu.co:1992/119142024-03-13 11:46:00.88https://repositorio.uniandes.edu.co/static/pdf/aceptacion_uso_es.pdfopen.accesshttps://repositorio.uniandes.edu.coRepositorio institucional Sénecaadminrepositorio@uniandes.edu.co |
dc.title.es_CO.fl_str_mv |
Identification of failure mechanisms by internal rupture of geocell retaining walls through centrifuge modelling |
title |
Identification of failure mechanisms by internal rupture of geocell retaining walls through centrifuge modelling |
spellingShingle |
Identification of failure mechanisms by internal rupture of geocell retaining walls through centrifuge modelling Muros de contención Ingeniería hidráulica Movimientos de tierras Ingeniería |
title_short |
Identification of failure mechanisms by internal rupture of geocell retaining walls through centrifuge modelling |
title_full |
Identification of failure mechanisms by internal rupture of geocell retaining walls through centrifuge modelling |
title_fullStr |
Identification of failure mechanisms by internal rupture of geocell retaining walls through centrifuge modelling |
title_full_unstemmed |
Identification of failure mechanisms by internal rupture of geocell retaining walls through centrifuge modelling |
title_sort |
Identification of failure mechanisms by internal rupture of geocell retaining walls through centrifuge modelling |
dc.creator.fl_str_mv |
Gómez Bautista, Diego Alexander |
dc.contributor.advisor.none.fl_str_mv |
Caicedo Hormaza, Bernardo |
dc.contributor.author.none.fl_str_mv |
Gómez Bautista, Diego Alexander |
dc.contributor.jury.none.fl_str_mv |
Estrada Mejía, Nicolás Camacho Tauta, Javier Fernando Reyes, Oscar |
dc.subject.keyword.es_CO.fl_str_mv |
Muros de contención Ingeniería hidráulica Movimientos de tierras |
topic |
Muros de contención Ingeniería hidráulica Movimientos de tierras Ingeniería |
dc.subject.themes.none.fl_str_mv |
Ingeniería |
description |
Geocells earth retaining structures are in expansion at the present times worldwide. However, there is still the need for a clear design procedure that must be reliable and in accordance with the real retaining structure behaviour. The objective of this work is to perform a geotechnical centrifuge study at 20g, by means of the elaboration of several centrifuge model tests on Geocells gravity retaining walls with the purpose to investigate and examine their structural capacity and failure mechanism under a critical loading, including incremental surcharge and water flow. |
publishDate |
2012 |
dc.date.issued.none.fl_str_mv |
2012 |
dc.date.accessioned.none.fl_str_mv |
2018-09-28T08:21:31Z |
dc.date.available.none.fl_str_mv |
2018-09-28T08:21:31Z |
dc.type.spa.fl_str_mv |
Trabajo de grado - Maestría |
dc.type.coarversion.fl_str_mv |
http://purl.org/coar/version/c_970fb48d4fbd8a85 |
dc.type.driver.spa.fl_str_mv |
info:eu-repo/semantics/masterThesis |
dc.type.content.spa.fl_str_mv |
Text |
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http://purl.org/redcol/resource_type/TM |
dc.identifier.uri.none.fl_str_mv |
http://hdl.handle.net/1992/11914 |
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u627950.pdf |
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repourl:https://repositorio.uniandes.edu.co/ |
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http://hdl.handle.net/1992/11914 |
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u627950.pdf instname:Universidad de los Andes reponame:Repositorio Institucional Séneca repourl:https://repositorio.uniandes.edu.co/ |
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eng |
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eng |
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https://repositorio.uniandes.edu.co/static/pdf/aceptacion_uso_es.pdf |
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info:eu-repo/semantics/openAccess |
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openAccess |
dc.format.extent.es_CO.fl_str_mv |
88 hojas |
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Maestría en Ingeniería Civil |
dc.publisher.faculty.es_CO.fl_str_mv |
Facultad de Ingeniería |
dc.publisher.department.es_CO.fl_str_mv |
Departamento de Ingeniería Civil y Ambiental |
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