Landslide Susceptibility Assessment Using the Scoops3D Model in a Tropical Mountainous Terrain

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dc.citation.epage96
dc.citation.issue33
dc.citation.journalTitleIngeniería y Cienciaeng
dc.citation.spage71
dc.citation.volume17
dc.contributor.affiliationUniversidad de Antioquia
dc.contributor.affiliationUniversidad de Antioquia
dc.contributor.authorJ Marín, Roberto
dc.contributor.authorJaramillo-González, Ricardo
dc.coverage.spatialMedellín 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.date2021-05-12
dc.date.accessioned2021-10-05T16:59:46Z
dc.date.available2021-10-05T16:59:46Z
dc.date.issued2021-05-12
dc.description.abstractMany 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.eng
dc.formatapplication/pdf
dc.identifier.issn1794-9165
dc.identifier.issn2256-4314
dc.identifier.urihttp://hdl.handle.net/10784/30405
dc.language.isoeng
dc.publisherUniversidad EAFITspa
dc.relation.isversionofhttps://publicaciones.eafit.edu.co/index.php/ingciencia/article/view/6599/5158
dc.relation.urihttps://publicaciones.eafit.edu.co/index.php/ingciencia/article/view/6599/5158
dc.rightsCopyright © 2021 Roberto J Marín, Ricardo Jaramillo-Gonzálezeng
dc.rights.accessrightsinfo:eu-repo/semantics/openAccesseng
dc.rights.localAcceso abiertospa
dc.sourceIngeniería y Ciencia, Vol 17, No. 33 (2021)spa
dc.subject.keywordDeep landslideseng
dc.subject.keywordScoops3Deng
dc.subject.keywordrotational failureeng
dc.subject.keyword3D Bishop methodeng
dc.subject.keywordslope stabilityeng
dc.titleLandslide Susceptibility Assessment Using the Scoops3D Model in a Tropical Mountainous Terraineng
dc.typeinfo:eu-repo/semantics/articleeng
dc.typearticleeng
dc.typeinfo:eu-repo/semantics/publishedVersioneng
dc.typepublishedVersioneng
dc.type.localArtículospa

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Ingeniería y Ciencia, Vol. 17, Núm. 33 (2021)