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Modelación de la contribución arbórea en análisis de susceptibilidad a deslizamientos superficiales

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dc.contributor.authorSánchez, Roberto José Marínspa
dc.contributor.authorSalas, Juan Pablo Osoriospa
dc.date.accessioned2017-11-02 00:00:00
dc.date.accessioned2022-06-17T20:19:13Z
dc.date.available2017-11-02 00:00:00
dc.date.available2022-06-17T20:19:13Z
dc.date.issued2017-11-02
dc.description.abstractEl presente artículo evalúa la susceptibilidad a ocurrencia de deslizamientos superficiales, empleando un método que permite modelar en grandes áreas de terreno, cuantificando la contribución de los árboles a la estabilidad mediante tres parámetros principales: interceptación de lluvia, refuerzo aportado por las raíces y sobrecarga debida a su peso. Se utiliza un modelo de interceptación para determinar la lluvia disponible para infiltración y su distribución temporal durante la misma. Se describen varios modelos hidrológicos, implementados en TRIGRS, y que según las condiciones iniciales permiten estimar la presión de poros. Esta variable se incluye en el modelo revisado de estabilidad de taludes infinitos, el cual considera los términos de refuerzo de las raíces y sobrecarga, permitiendo modelar la estabilidad en términos del factor de seguridad en toda una cuenca. Finalmente, se simulan diferentes escenarios de densidad arbórea en una cuenca del Valle de Aburrá y se comparan los resultados con una modelación realizada sin considerar el efecto de los árboles en la estabilidad.spa
dc.description.abstractEl presente artículo evalúa la susceptibilidad a ocurrencia de deslizamientos superficiales, empleando un método que permite modelar en grandes áreas de terreno, cuantificando la contribución de los árboles a la estabilidad mediante tres parámetros principales: interceptación de lluvia, refuerzo aportado por las raíces y sobrecarga debida a su peso. Se utiliza un modelo de interceptación para determinar la lluvia disponible para infiltración y su distribución temporal durante la misma. Se describen varios modelos hidrológicos, implementados en TRIGRS, y que según las condiciones iniciales permiten estimar la presión de poros. Esta variable se incluye en el modelo revisado de estabilidad de taludes infinitos, el cual considera los términos de refuerzo de las raíces y sobrecarga, permitiendo modelar la estabilidad en términos del factor de seguridad en toda una cuenca. Finalmente, se simulan diferentes escenarios de densidad arbórea en una cuenca del Valle de Aburrá y se comparan los resultados con una modelación realizada sin considerar el efecto de los árboles en la estabilidad.eng
dc.format.mimetypeapplication/pdfspa
dc.identifier.doi10.24050/reia.v14i28.975
dc.identifier.eissn2463-0950
dc.identifier.issn1794-1237
dc.identifier.urihttps://repository.eia.edu.co/handle/11190/4982
dc.identifier.urlhttps://doi.org/10.24050/reia.v14i28.975
dc.language.isospaspa
dc.publisherFondo Editorial EIA - Universidad EIAspa
dc.relation.bitstreamhttps://revistas.eia.edu.co/index.php/reveia/article/download/975/1132
dc.relation.citationeditionNúm. 28 , Año 2017spa
dc.relation.citationendpage27
dc.relation.citationissue28spa
dc.relation.citationstartpage13
dc.relation.citationvolume14spa
dc.relation.ispartofjournalRevista EIAspa
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dc.rightsRevista EIA - 2017spa
dc.rights.accessrightsinfo:eu-repo/semantics/openAccessspa
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dc.rights.urihttps://creativecommons.org/licenses/by-nc-sa/4.0/spa
dc.sourcehttps://revistas.eia.edu.co/index.php/reveia/article/view/975spa
dc.subjectEstabilidad de taludesspa
dc.subjectdeslizamientos superficialesspa
dc.subjectTRIGRSspa
dc.subjectinterceptación de lluviaspa
dc.subjectrefuerzo de las raícesspa
dc.subjectsobrecarga arbórea.spa
dc.subjectIngenieríaspa
dc.subjectGeotecniaspa
dc.subjectEstabilidad de taludesspa
dc.titleModelación de la contribución arbórea en análisis de susceptibilidad a deslizamientos superficialesspa
dc.title.translatedModelación de la contribución arbórea en análisis de susceptibilidad a deslizamientos superficialeseng
dc.typeArtículo de revistaspa
dc.typeJournal articleeng
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