Landslide Susceptibility Assessment Using the Scoops3D Model in a Tropical Mountainous Terrain
Many physically-based distributed models study the landslide occurrence using an infinite slope stability analysis, simulating a planar failure, which is not usually applicable to rotational failures and deep landslides. Recently, some three-dimensional distributed physically-based models have been...
- Autores:
-
J Marín, Roberto
Jaramillo-González, Ricardo
- Tipo de recurso:
- Fecha de publicación:
- 2021
- Institución:
- Universidad EAFIT
- Repositorio:
- Repositorio EAFIT
- Idioma:
- eng
- OAI Identifier:
- oai:repository.eafit.edu.co:10784/30405
- Acceso en línea:
- http://hdl.handle.net/10784/30405
- Palabra clave:
- Deep landslides
Scoops3D
rotational failure
3D Bishop method
slope stability
- Rights
- License
- Copyright © 2021 Roberto J Marín, Ricardo Jaramillo-González
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Medellín de: Lat: 06 15 00 N degrees minutes Lat: 6.2500 decimal degrees Long: 075 36 00 W degrees minutes Long: -75.6000 decimal degrees2021-05-122021-10-05T16:59:46Z2021-05-122021-10-05T16:59:46Z1794-91652256-4314http://hdl.handle.net/10784/30405Many physically-based distributed models study the landslide occurrence using an infinite slope stability analysis, simulating a planar failure, which is not usually applicable to rotational failures and deep landslides. Recently, some three-dimensional distributed physically-based models have been developed that have been applied in different parts of the world. In this research, the Scoops3D model is implemented for a landslide susceptibility analysis in a tropical mountainous terrain of the Colombian Andes (Medellín, Colombia). In addition to identifying the areas susceptible to the occurrence of rotational landslides, the results of the safety factor are analyzed with the areas of associated critical failure surfaces to provide an interpretation and explanation of the simulation results. This is to have a better understanding of how the model works and to facilitate its implementation in landslide hazard assessment. The Scoops3D physicallybased model can be a very useful tool for mass movement risk management projects.application/pdfengUniversidad EAFIThttps://publicaciones.eafit.edu.co/index.php/ingciencia/article/view/6599/5158https://publicaciones.eafit.edu.co/index.php/ingciencia/article/view/6599/5158Copyright © 2021 Roberto J Marín, Ricardo Jaramillo-GonzálezAcceso abiertohttp://purl.org/coar/access_right/c_abf2Ingeniería y Ciencia, Vol 17, No. 33 (2021)Landslide Susceptibility Assessment Using the Scoops3D Model in a Tropical Mountainous Terraininfo:eu-repo/semantics/articlearticleinfo:eu-repo/semantics/publishedVersionpublishedVersionArtículohttp://purl.org/coar/version/c_970fb48d4fbd8a85http://purl.org/coar/resource_type/c_6501http://purl.org/coar/resource_type/c_2df8fbb1Deep landslidesScoops3Drotational failure3D Bishop methodslope stabilityJ Marín, Roberto4be200e1-ccef-42ec-ba61-ddf188c37a86-1Jaramillo-González, Ricardof6032ed3-56cc-4e31-b5e9-74f0bf0bf512-1Universidad de AntioquiaUniversidad de AntioquiaIngeniería y Ciencia17337196ORIGINALAnálisis de susceptibilidad.pdfAnálisis de susceptibilidad.pdfTexto completo PDFapplication/pdf983694https://repository.eafit.edu.co/bitstreams/8d7e86d7-2971-43d2-b7db-49a6b38b6f79/downloadc84658a61bcdac16a82e053a63df1441MD51Landslide Susceptibility Assessment.htmlLandslide Susceptibility Assessment.htmlTexto completo HTMLtext/html292https://repository.eafit.edu.co/bitstreams/ee8e4824-3199-4253-8281-1e2823b85042/download1321e07d552e2b9ea48466f5ed20870aMD53THUMBNAILminaitura-ig_Mesa de trabajo 1.jpgminaitura-ig_Mesa de trabajo 1.jpgimage/jpeg265796https://repository.eafit.edu.co/bitstreams/bb1d9f83-a68c-4240-8a4b-4de225696edd/downloadda9b21a5c7e00c7f1127cef8e97035e0MD5210784/30405oai:repository.eafit.edu.co:10784/304052024-12-04 11:49:45.785open.accesshttps://repository.eafit.edu.coRepositorio Institucional Universidad EAFITrepositorio@eafit.edu.co |
dc.title.eng.fl_str_mv |
Landslide Susceptibility Assessment Using the Scoops3D Model in a Tropical Mountainous Terrain |
title |
Landslide Susceptibility Assessment Using the Scoops3D Model in a Tropical Mountainous Terrain |
spellingShingle |
Landslide Susceptibility Assessment Using the Scoops3D Model in a Tropical Mountainous Terrain Deep landslides Scoops3D rotational failure 3D Bishop method slope stability |
title_short |
Landslide Susceptibility Assessment Using the Scoops3D Model in a Tropical Mountainous Terrain |
title_full |
Landslide Susceptibility Assessment Using the Scoops3D Model in a Tropical Mountainous Terrain |
title_fullStr |
Landslide Susceptibility Assessment Using the Scoops3D Model in a Tropical Mountainous Terrain |
title_full_unstemmed |
Landslide Susceptibility Assessment Using the Scoops3D Model in a Tropical Mountainous Terrain |
title_sort |
Landslide Susceptibility Assessment Using the Scoops3D Model in a Tropical Mountainous Terrain |
dc.creator.fl_str_mv |
J Marín, Roberto Jaramillo-González, Ricardo |
dc.contributor.author.none.fl_str_mv |
J Marín, Roberto Jaramillo-González, Ricardo |
dc.contributor.affiliation.none.fl_str_mv |
Universidad de Antioquia Universidad de Antioquia |
dc.subject.keyword.eng.fl_str_mv |
Deep landslides Scoops3D rotational failure 3D Bishop method slope stability |
topic |
Deep landslides Scoops3D rotational failure 3D Bishop method slope stability |
description |
Many physically-based distributed models study the landslide occurrence using an infinite slope stability analysis, simulating a planar failure, which is not usually applicable to rotational failures and deep landslides. Recently, some three-dimensional distributed physically-based models have been developed that have been applied in different parts of the world. In this research, the Scoops3D model is implemented for a landslide susceptibility analysis in a tropical mountainous terrain of the Colombian Andes (Medellín, Colombia). In addition to identifying the areas susceptible to the occurrence of rotational landslides, the results of the safety factor are analyzed with the areas of associated critical failure surfaces to provide an interpretation and explanation of the simulation results. This is to have a better understanding of how the model works and to facilitate its implementation in landslide hazard assessment. The Scoops3D physicallybased model can be a very useful tool for mass movement risk management projects. |
publishDate |
2021 |
dc.date.available.none.fl_str_mv |
2021-10-05T16:59:46Z |
dc.date.issued.none.fl_str_mv |
2021-05-12 |
dc.date.accessioned.none.fl_str_mv |
2021-10-05T16:59:46Z |
dc.date.none.fl_str_mv |
2021-05-12 |
dc.type.eng.fl_str_mv |
info:eu-repo/semantics/article article info:eu-repo/semantics/publishedVersion publishedVersion |
dc.type.coarversion.fl_str_mv |
http://purl.org/coar/version/c_970fb48d4fbd8a85 |
dc.type.coar.fl_str_mv |
http://purl.org/coar/resource_type/c_6501 http://purl.org/coar/resource_type/c_2df8fbb1 |
dc.type.local.spa.fl_str_mv |
Artículo |
status_str |
publishedVersion |
dc.identifier.issn.none.fl_str_mv |
1794-9165 2256-4314 |
dc.identifier.uri.none.fl_str_mv |
http://hdl.handle.net/10784/30405 |
identifier_str_mv |
1794-9165 2256-4314 |
url |
http://hdl.handle.net/10784/30405 |
dc.language.iso.none.fl_str_mv |
eng |
language |
eng |
dc.relation.isversionof.none.fl_str_mv |
https://publicaciones.eafit.edu.co/index.php/ingciencia/article/view/6599/5158 |
dc.relation.uri.none.fl_str_mv |
https://publicaciones.eafit.edu.co/index.php/ingciencia/article/view/6599/5158 |
dc.rights.eng.fl_str_mv |
Copyright © 2021 Roberto J Marín, Ricardo Jaramillo-González |
dc.rights.coar.fl_str_mv |
http://purl.org/coar/access_right/c_abf2 |
dc.rights.local.spa.fl_str_mv |
Acceso abierto |
rights_invalid_str_mv |
Copyright © 2021 Roberto J Marín, Ricardo Jaramillo-González Acceso abierto http://purl.org/coar/access_right/c_abf2 |
dc.format.none.fl_str_mv |
application/pdf |
dc.coverage.spatial.none.fl_str_mv |
Medellín de: Lat: 06 15 00 N degrees minutes Lat: 6.2500 decimal degrees Long: 075 36 00 W degrees minutes Long: -75.6000 decimal degrees |
dc.publisher.spa.fl_str_mv |
Universidad EAFIT |
dc.source.spa.fl_str_mv |
Ingeniería y Ciencia, Vol 17, No. 33 (2021) |
institution |
Universidad EAFIT |
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