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...

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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
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Copyright © 2021 Roberto J Marín, Ricardo Jaramillo-González
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spelling 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
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publishedVersion
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status_str publishedVersion
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2256-4314
dc.identifier.uri.none.fl_str_mv http://hdl.handle.net/10784/30405
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language eng
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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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