Limit analysis of shallow foundations and a review of traditional and non-linear constitutive models
For centuries the construction of good foundations has been of main interest in all civilizations given the importance it has on behavior and performance of structures. However, main developments in soil mechanics theory have taken place in the last centuries. The main goal of this work is to offer...
- Autores:
-
Cortés González, Felipe
- Tipo de recurso:
- Fecha de publicación:
- 2011
- Institución:
- Universidad de los Andes
- Repositorio:
- Séneca: repositorio Uniandes
- Idioma:
- eng
- OAI Identifier:
- oai:repositorio.uniandes.edu.co:1992/11483
- Acceso en línea:
- http://hdl.handle.net/1992/11483
- Palabra clave:
- Cimentaciones - Investigaciones
Elastoplasticidad - Investigaciones
Sistemas no lineales - Investigaciones
Fluencia de materiales - Investigaciones
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_abf2Lizcano Peláez, Arcesio03d107f5-3c96-4e59-82de-772a8e12cdbf600Cortés González, Felipeb15ab6ed-bd87-45c4-9cfb-2766ebdc890e6002018-09-28T07:59:31Z2018-09-28T07:59:31Z2011http://hdl.handle.net/1992/11483u471688.pdfinstname:Universidad de los Andesreponame:Repositorio Institucional Sénecarepourl:https://repositorio.uniandes.edu.co/For centuries the construction of good foundations has been of main interest in all civilizations given the importance it has on behavior and performance of structures. However, main developments in soil mechanics theory have taken place in the last centuries. The main goal of this work is to offer a detailed explanation of the theoretical formulation of limit analysis and describe the basic theories in which bearing capacity problems are solved. Plasticity theory is introduced and some constitutive models are described in order to present an alternative approach for solving soil mechanics problems.Magíster en Ingeniería CivilMaestría237 hojasapplication/pdfengUniandesMaestría en Ingeniería CivilFacultad de IngenieríaDepartamento de Ingeniería Civil y Ambientalinstname:Universidad de los Andesreponame:Repositorio Institucional SénecaLimit analysis of shallow foundations and a review of traditional and non-linear constitutive modelsTrabajo de grado - Maestríainfo:eu-repo/semantics/masterThesishttp://purl.org/coar/version/c_970fb48d4fbd8a85Texthttp://purl.org/redcol/resource_type/TMCimentaciones - InvestigacionesElastoplasticidad - InvestigacionesSistemas no lineales - InvestigacionesFluencia de materiales - InvestigacionesIngenieríaPublicationORIGINALu471688.pdfapplication/pdf6594975https://repositorio.uniandes.edu.co/bitstreams/9b4c84ec-3573-458e-84f0-a014b91d4e2f/download0b9fb310f4472ccb47d7e8d410bf13c6MD51TEXTu471688.pdf.txtu471688.pdf.txtExtracted texttext/plain323804https://repositorio.uniandes.edu.co/bitstreams/2014532a-70c0-45c5-9f1b-ac7259349d94/download124e969f95e1966f0d90898f01fdc9adMD54THUMBNAILu471688.pdf.jpgu471688.pdf.jpgIM Thumbnailimage/jpeg7415https://repositorio.uniandes.edu.co/bitstreams/9e9b584f-c36e-45de-b679-b187e5c435de/downloada77a1ee3d568636119c02b2e2c983585MD551992/11483oai:repositorio.uniandes.edu.co:1992/114832023-10-10 17:28:28.919https://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 |
Limit analysis of shallow foundations and a review of traditional and non-linear constitutive models |
title |
Limit analysis of shallow foundations and a review of traditional and non-linear constitutive models |
spellingShingle |
Limit analysis of shallow foundations and a review of traditional and non-linear constitutive models Cimentaciones - Investigaciones Elastoplasticidad - Investigaciones Sistemas no lineales - Investigaciones Fluencia de materiales - Investigaciones Ingeniería |
title_short |
Limit analysis of shallow foundations and a review of traditional and non-linear constitutive models |
title_full |
Limit analysis of shallow foundations and a review of traditional and non-linear constitutive models |
title_fullStr |
Limit analysis of shallow foundations and a review of traditional and non-linear constitutive models |
title_full_unstemmed |
Limit analysis of shallow foundations and a review of traditional and non-linear constitutive models |
title_sort |
Limit analysis of shallow foundations and a review of traditional and non-linear constitutive models |
dc.creator.fl_str_mv |
Cortés González, Felipe |
dc.contributor.advisor.none.fl_str_mv |
Lizcano Peláez, Arcesio |
dc.contributor.author.none.fl_str_mv |
Cortés González, Felipe |
dc.subject.keyword.es_CO.fl_str_mv |
Cimentaciones - Investigaciones Elastoplasticidad - Investigaciones Sistemas no lineales - Investigaciones Fluencia de materiales - Investigaciones |
topic |
Cimentaciones - Investigaciones Elastoplasticidad - Investigaciones Sistemas no lineales - Investigaciones Fluencia de materiales - Investigaciones Ingeniería |
dc.subject.themes.none.fl_str_mv |
Ingeniería |
description |
For centuries the construction of good foundations has been of main interest in all civilizations given the importance it has on behavior and performance of structures. However, main developments in soil mechanics theory have taken place in the last centuries. The main goal of this work is to offer a detailed explanation of the theoretical formulation of limit analysis and describe the basic theories in which bearing capacity problems are solved. Plasticity theory is introduced and some constitutive models are described in order to present an alternative approach for solving soil mechanics problems. |
publishDate |
2011 |
dc.date.issued.none.fl_str_mv |
2011 |
dc.date.accessioned.none.fl_str_mv |
2018-09-28T07:59:31Z |
dc.date.available.none.fl_str_mv |
2018-09-28T07:59:31Z |
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/1992/11483 |
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u471688.pdf |
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reponame:Repositorio Institucional Séneca |
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repourl:https://repositorio.uniandes.edu.co/ |
url |
http://hdl.handle.net/1992/11483 |
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u471688.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 |
dc.rights.uri.*.fl_str_mv |
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 |
237 hojas |
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application/pdf |
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Uniandes |
dc.publisher.program.es_CO.fl_str_mv |
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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