Terraplén análisis de carga bajo condiciones de laboratorio

The embankment model has been developed in laboratory conditions, considering actual embankment characteristics. The forces to which it is subjected in the model have been evaluated using shaking table experimental and analytical methods. Excess pore water pressure is measured through pore pressure...

Full description

Autores:
Namda, Abdoullah
Khodashenas Pelko, Azam
Tipo de recurso:
Article of journal
Fecha de publicación:
2011
Institución:
Universidad Nacional de Colombia
Repositorio:
Universidad Nacional de Colombia
Idioma:
spa
OAI Identifier:
oai:repositorio.unal.edu.co:unal/35985
Acceso en línea:
https://repositorio.unal.edu.co/handle/unal/35985
http://bdigital.unal.edu.co/26069/
http://bdigital.unal.edu.co/26069/2/
Palabra clave:
Embankment
modelling
stability
shaking table
nonlinear liquefaction.
Embankment
modelling
stability
shaking table
nonlinear liquefaction
Rights
openAccess
License
Atribución-NoComercial 4.0 Internacional
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spelling Atribución-NoComercial 4.0 InternacionalDerechos reservados - Universidad Nacional de Colombiahttp://creativecommons.org/licenses/by-nc/4.0/info:eu-repo/semantics/openAccesshttp://purl.org/coar/access_right/c_abf2Namda, Abdoullah482a2246-26a4-4cec-a13c-c22942badd3a300Khodashenas Pelko, Azamca8f6051-90cd-47cc-b43f-32e1d73bfd7c3002019-06-28T01:13:39Z2019-06-28T01:13:39Z2011https://repositorio.unal.edu.co/handle/unal/35985http://bdigital.unal.edu.co/26069/http://bdigital.unal.edu.co/26069/2/The embankment model has been developed in laboratory conditions, considering actual embankment characteristics. The forces to which it is subjected in the model have been evaluated using shaking table experimental and analytical methods. Excess pore water pressure is measured through pore pressure sensors in the shaking table experiment and embankment stability has been assessed using analytical methods. The results revealed that the embankment suffered nonlinear collapse during increasing pore water pressure, and shaking table dynamic force on the embankment model was very sensitive but was open to failure mitigation. Embankment seismic simulation using shaking table experiments helped identify model stability. The embankment and subsoil pore water pressure theoretical and experimental analysis concluded that nonlinear liquefaction characteristics played a major role in model behaviour.The embankment model has been developed in laboratory conditions, considering actual embankment characteristics. The forces to which it is subjected in the model have been evaluated using shaking table experimental and analytical methods. Excess pore water pressure is measured through pore pressure sensors in the shaking table experiment and embankment stability has been assessed using analytical methods. The results revealed that the embankment suffered nonlinear collapse during increasing pore water pressure, and shaking table dynamic force on the embankment model was very sensitive but was open to failure mitigation. Embankment seismic simulation using shaking table experiments helped identify model stability. The embankment and subsoil pore water pressure theoretical and experimental analysis concluded that nonlinear liquefaction characteristics played a major role in model behaviour.application/pdfspaUniversidad Nacional de Colombia - Facultad de Ingenieríahttp://revistas.unal.edu.co/index.php/ingeinv/article/view/23602Universidad Nacional de Colombia Revistas electrónicas UN Ingeniería e InvestigaciónIngeniería e InvestigaciónIngeniería e Investigación; Vol. 31, núm. 2 (2011); 48-51 Ingeniería e Investigación; Vol. 31, núm. 2 (2011); 48-51 2248-8723 0120-5609Namda, Abdoullah and Khodashenas Pelko, Azam (2011) Terraplén análisis de carga bajo condiciones de laboratorio. Ingeniería e Investigación; Vol. 31, núm. 2 (2011); 48-51 Ingeniería e Investigación; Vol. 31, núm. 2 (2011); 48-51 2248-8723 0120-5609 .Terraplén análisis de carga bajo condiciones de laboratorioArtículo de revistainfo:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionhttp://purl.org/coar/resource_type/c_6501http://purl.org/coar/resource_type/c_2df8fbb1http://purl.org/coar/version/c_970fb48d4fbd8a85Texthttp://purl.org/redcol/resource_type/ARTEmbankmentmodellingstabilityshaking tablenonlinear liquefaction.Embankmentmodellingstabilityshaking tablenonlinear liquefactionORIGINAL23602-82408-1-PB.pdfapplication/pdf205389https://repositorio.unal.edu.co/bitstream/unal/35985/1/23602-82408-1-PB.pdf0b0349dda70c55ad8699ecdbaafdebc8MD51THUMBNAIL23602-82408-1-PB.pdf.jpg23602-82408-1-PB.pdf.jpgGenerated Thumbnailimage/jpeg8689https://repositorio.unal.edu.co/bitstream/unal/35985/2/23602-82408-1-PB.pdf.jpg91db7f7189122c846abd2afd12e2a834MD52unal/35985oai:repositorio.unal.edu.co:unal/359852024-01-03 23:05:53.438Repositorio Institucional Universidad Nacional de Colombiarepositorio_nal@unal.edu.co
dc.title.spa.fl_str_mv Terraplén análisis de carga bajo condiciones de laboratorio
title Terraplén análisis de carga bajo condiciones de laboratorio
spellingShingle Terraplén análisis de carga bajo condiciones de laboratorio
Embankment
modelling
stability
shaking table
nonlinear liquefaction.
Embankment
modelling
stability
shaking table
nonlinear liquefaction
title_short Terraplén análisis de carga bajo condiciones de laboratorio
title_full Terraplén análisis de carga bajo condiciones de laboratorio
title_fullStr Terraplén análisis de carga bajo condiciones de laboratorio
title_full_unstemmed Terraplén análisis de carga bajo condiciones de laboratorio
title_sort Terraplén análisis de carga bajo condiciones de laboratorio
dc.creator.fl_str_mv Namda, Abdoullah
Khodashenas Pelko, Azam
dc.contributor.author.spa.fl_str_mv Namda, Abdoullah
Khodashenas Pelko, Azam
dc.subject.proposal.spa.fl_str_mv Embankment
modelling
stability
shaking table
nonlinear liquefaction.
Embankment
modelling
stability
shaking table
nonlinear liquefaction
topic Embankment
modelling
stability
shaking table
nonlinear liquefaction.
Embankment
modelling
stability
shaking table
nonlinear liquefaction
description The embankment model has been developed in laboratory conditions, considering actual embankment characteristics. The forces to which it is subjected in the model have been evaluated using shaking table experimental and analytical methods. Excess pore water pressure is measured through pore pressure sensors in the shaking table experiment and embankment stability has been assessed using analytical methods. The results revealed that the embankment suffered nonlinear collapse during increasing pore water pressure, and shaking table dynamic force on the embankment model was very sensitive but was open to failure mitigation. Embankment seismic simulation using shaking table experiments helped identify model stability. The embankment and subsoil pore water pressure theoretical and experimental analysis concluded that nonlinear liquefaction characteristics played a major role in model behaviour.
publishDate 2011
dc.date.issued.spa.fl_str_mv 2011
dc.date.accessioned.spa.fl_str_mv 2019-06-28T01:13:39Z
dc.date.available.spa.fl_str_mv 2019-06-28T01:13:39Z
dc.type.spa.fl_str_mv Artículo de revista
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dc.type.driver.spa.fl_str_mv info:eu-repo/semantics/article
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dc.identifier.uri.none.fl_str_mv https://repositorio.unal.edu.co/handle/unal/35985
dc.identifier.eprints.spa.fl_str_mv http://bdigital.unal.edu.co/26069/
http://bdigital.unal.edu.co/26069/2/
url https://repositorio.unal.edu.co/handle/unal/35985
http://bdigital.unal.edu.co/26069/
http://bdigital.unal.edu.co/26069/2/
dc.language.iso.spa.fl_str_mv spa
language spa
dc.relation.spa.fl_str_mv http://revistas.unal.edu.co/index.php/ingeinv/article/view/23602
dc.relation.ispartof.spa.fl_str_mv Universidad Nacional de Colombia Revistas electrónicas UN Ingeniería e Investigación
Ingeniería e Investigación
dc.relation.ispartofseries.none.fl_str_mv Ingeniería e Investigación; Vol. 31, núm. 2 (2011); 48-51 Ingeniería e Investigación; Vol. 31, núm. 2 (2011); 48-51 2248-8723 0120-5609
dc.relation.references.spa.fl_str_mv Namda, Abdoullah and Khodashenas Pelko, Azam (2011) Terraplén análisis de carga bajo condiciones de laboratorio. Ingeniería e Investigación; Vol. 31, núm. 2 (2011); 48-51 Ingeniería e Investigación; Vol. 31, núm. 2 (2011); 48-51 2248-8723 0120-5609 .
dc.rights.spa.fl_str_mv Derechos reservados - Universidad Nacional de Colombia
dc.rights.coar.fl_str_mv http://purl.org/coar/access_right/c_abf2
dc.rights.license.spa.fl_str_mv Atribución-NoComercial 4.0 Internacional
dc.rights.uri.spa.fl_str_mv http://creativecommons.org/licenses/by-nc/4.0/
dc.rights.accessrights.spa.fl_str_mv info:eu-repo/semantics/openAccess
rights_invalid_str_mv Atribución-NoComercial 4.0 Internacional
Derechos reservados - Universidad Nacional de Colombia
http://creativecommons.org/licenses/by-nc/4.0/
http://purl.org/coar/access_right/c_abf2
eu_rights_str_mv openAccess
dc.format.mimetype.spa.fl_str_mv application/pdf
dc.publisher.spa.fl_str_mv Universidad Nacional de Colombia - Facultad de Ingeniería
institution Universidad Nacional de Colombia
bitstream.url.fl_str_mv https://repositorio.unal.edu.co/bitstream/unal/35985/1/23602-82408-1-PB.pdf
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