Experimental, analytical and theoretical slope stability analysis with different materials and methods
Slopes are usually constructed from soil, although natural soil or mixed soil are also in use or have proposed. This paper deals with evaluation of slope stability. It is understood possibility approaching certain level of slope stability based on experimental, theoretical and analytical methods. Re...
- Autores:
-
Namdar, Abdoullah
Khodashenas Pelko, Azam
- Tipo de recurso:
- Article of journal
- Fecha de publicación:
- 2010
- Institución:
- Universidad Nacional de Colombia
- Repositorio:
- Universidad Nacional de Colombia
- Idioma:
- spa
- OAI Identifier:
- oai:repositorio.unal.edu.co:unal/30751
- Acceso en línea:
- https://repositorio.unal.edu.co/handle/unal/30751
http://bdigital.unal.edu.co/20827/
- Palabra clave:
- Rights
- openAccess
- License
- Atribución-NoComercial 4.0 Internacional
id |
UNACIONAL2_dcdd85b2e51b0ba1166258816dbaa876 |
---|---|
oai_identifier_str |
oai:repositorio.unal.edu.co:unal/30751 |
network_acronym_str |
UNACIONAL2 |
network_name_str |
Universidad Nacional de Colombia |
repository_id_str |
|
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_abf2Namdar, Abdoullah790ac11e-7ae6-4ed2-99e0-05c6dd6f8976300Khodashenas Pelko, Azamca8f6051-90cd-47cc-b43f-32e1d73bfd7c3002019-06-26T14:12:29Z2019-06-26T14:12:29Z2010https://repositorio.unal.edu.co/handle/unal/30751http://bdigital.unal.edu.co/20827/Slopes are usually constructed from soil, although natural soil or mixed soil are also in use or have proposed. This paper deals with evaluation of slope stability. It is understood possibility approaching certain level of slope stability based on experimental, theoretical and analytical methods. Result revealed that mixed soil characteristics could resist sufficient for static force based on appearing acceptable safe bearing capacity and for evaluation of shear stressstrain slope when is under seismic force using shaking table along with the theoretical and analytical methods provided concrete evidence for slope design at any part of slope.application/pdfspaUniversidad Nacional de Colombiahttp://revistas.unal.edu.co/index.php/rbct/article/view/17057Universidad Nacional de Colombia Revistas electrónicas UN Boletín Ciencias de la TierraBoletín Ciencias de la TierraBoletín Ciencias de la Tierra; núm. 27 (2010); 71-78 0120-3630Namdar, Abdoullah and Khodashenas Pelko, Azam (2010) Experimental, analytical and theoretical slope stability analysis with different materials and methods. Boletín Ciencias de la Tierra; núm. 27 (2010); 71-78 0120-3630 .Experimental, analytical and theoretical slope stability analysis with different materials and methodsArtículo 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/ARTORIGINAL17057-64848-1-PB.htmtext/html15449https://repositorio.unal.edu.co/bitstream/unal/30751/1/17057-64848-1-PB.htm187cb903ed3ef3d3d75e8389d303e770MD5117057-64847-1-PB.pdfapplication/pdf372229https://repositorio.unal.edu.co/bitstream/unal/30751/2/17057-64847-1-PB.pdfc7a9af6d272fc4f6144a49660bdbc46aMD52THUMBNAIL17057-64847-1-PB.pdf.jpg17057-64847-1-PB.pdf.jpgGenerated Thumbnailimage/jpeg7798https://repositorio.unal.edu.co/bitstream/unal/30751/3/17057-64847-1-PB.pdf.jpg5b67d3bd05958d55256fae2b08e593f7MD53unal/30751oai:repositorio.unal.edu.co:unal/307512023-11-26 23:05:34.462Repositorio Institucional Universidad Nacional de Colombiarepositorio_nal@unal.edu.co |
dc.title.spa.fl_str_mv |
Experimental, analytical and theoretical slope stability analysis with different materials and methods |
title |
Experimental, analytical and theoretical slope stability analysis with different materials and methods |
spellingShingle |
Experimental, analytical and theoretical slope stability analysis with different materials and methods |
title_short |
Experimental, analytical and theoretical slope stability analysis with different materials and methods |
title_full |
Experimental, analytical and theoretical slope stability analysis with different materials and methods |
title_fullStr |
Experimental, analytical and theoretical slope stability analysis with different materials and methods |
title_full_unstemmed |
Experimental, analytical and theoretical slope stability analysis with different materials and methods |
title_sort |
Experimental, analytical and theoretical slope stability analysis with different materials and methods |
dc.creator.fl_str_mv |
Namdar, Abdoullah Khodashenas Pelko, Azam |
dc.contributor.author.spa.fl_str_mv |
Namdar, Abdoullah Khodashenas Pelko, Azam |
description |
Slopes are usually constructed from soil, although natural soil or mixed soil are also in use or have proposed. This paper deals with evaluation of slope stability. It is understood possibility approaching certain level of slope stability based on experimental, theoretical and analytical methods. Result revealed that mixed soil characteristics could resist sufficient for static force based on appearing acceptable safe bearing capacity and for evaluation of shear stressstrain slope when is under seismic force using shaking table along with the theoretical and analytical methods provided concrete evidence for slope design at any part of slope. |
publishDate |
2010 |
dc.date.issued.spa.fl_str_mv |
2010 |
dc.date.accessioned.spa.fl_str_mv |
2019-06-26T14:12:29Z |
dc.date.available.spa.fl_str_mv |
2019-06-26T14:12:29Z |
dc.type.spa.fl_str_mv |
Artículo de revista |
dc.type.coar.fl_str_mv |
http://purl.org/coar/resource_type/c_2df8fbb1 |
dc.type.driver.spa.fl_str_mv |
info:eu-repo/semantics/article |
dc.type.version.spa.fl_str_mv |
info:eu-repo/semantics/publishedVersion |
dc.type.coar.spa.fl_str_mv |
http://purl.org/coar/resource_type/c_6501 |
dc.type.coarversion.spa.fl_str_mv |
http://purl.org/coar/version/c_970fb48d4fbd8a85 |
dc.type.content.spa.fl_str_mv |
Text |
dc.type.redcol.spa.fl_str_mv |
http://purl.org/redcol/resource_type/ART |
format |
http://purl.org/coar/resource_type/c_6501 |
status_str |
publishedVersion |
dc.identifier.uri.none.fl_str_mv |
https://repositorio.unal.edu.co/handle/unal/30751 |
dc.identifier.eprints.spa.fl_str_mv |
http://bdigital.unal.edu.co/20827/ |
url |
https://repositorio.unal.edu.co/handle/unal/30751 http://bdigital.unal.edu.co/20827/ |
dc.language.iso.spa.fl_str_mv |
spa |
language |
spa |
dc.relation.spa.fl_str_mv |
http://revistas.unal.edu.co/index.php/rbct/article/view/17057 |
dc.relation.ispartof.spa.fl_str_mv |
Universidad Nacional de Colombia Revistas electrónicas UN Boletín Ciencias de la Tierra Boletín Ciencias de la Tierra |
dc.relation.ispartofseries.none.fl_str_mv |
Boletín Ciencias de la Tierra; núm. 27 (2010); 71-78 0120-3630 |
dc.relation.references.spa.fl_str_mv |
Namdar, Abdoullah and Khodashenas Pelko, Azam (2010) Experimental, analytical and theoretical slope stability analysis with different materials and methods. Boletín Ciencias de la Tierra; núm. 27 (2010); 71-78 0120-3630 . |
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 |
institution |
Universidad Nacional de Colombia |
bitstream.url.fl_str_mv |
https://repositorio.unal.edu.co/bitstream/unal/30751/1/17057-64848-1-PB.htm https://repositorio.unal.edu.co/bitstream/unal/30751/2/17057-64847-1-PB.pdf https://repositorio.unal.edu.co/bitstream/unal/30751/3/17057-64847-1-PB.pdf.jpg |
bitstream.checksum.fl_str_mv |
187cb903ed3ef3d3d75e8389d303e770 c7a9af6d272fc4f6144a49660bdbc46a 5b67d3bd05958d55256fae2b08e593f7 |
bitstream.checksumAlgorithm.fl_str_mv |
MD5 MD5 MD5 |
repository.name.fl_str_mv |
Repositorio Institucional Universidad Nacional de Colombia |
repository.mail.fl_str_mv |
repositorio_nal@unal.edu.co |
_version_ |
1814089377572192256 |