Examinando por Materia "Movimiento en masa"
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Ítem Evaluación de la vulnerabilidad y fragilidad para diferentes niveles de intensidad por movimientos en masa rápidos a partir de la metodología del SGC y el convenio No. 4600076515 de 2018 entre la Universidad EAFIT y la Alcaldía de Medellín(Universidad EAFIT, 2020) Rojas Ochoa, Jorge Luis; Uribe Montaño, William Andrés; Gamboa Ramírez, Marco FidelPublicación Identificación de taludes susceptibles a deslizamiento por medio de la Metodología de Taludes Naturales (MTN) para un caso de estudio : vereda el Vallano, sector astilleros, municipio de Envigado, departamento de Antioquia, Colombia(Universidad EAFIT, 2024) López Alarcón, Ferney Andrés; Prieto Salazar, Jorge AlonsoThis research evaluated the susceptibility to landslides using the Natural Slopes Methodology (MTN), in order to identify the stability of the terrain in critical areas of the El Vallano village, Astilleros sector, Municipality of Envigado, Antioquia. The research, of a descriptive and applied nature, used the MTN proposed by Tomás Shuk, which correlates geomorphological parameters such as height and length of slopes to estimate their stability in complex terrain and with limited primary information. The study showed a progressive deterioration in the stability of the slopes, with an increase in the number classified as high susceptibility over long time horizons. This pattern is attributed to factors such as erosion, soil saturation, climatic variations and unregulated human activities. Likewise, due to uncontrolled runoff, which has been linked to previous surface landslides. Based on these findings, slope stabilization in Vereda El Vallano requires a comprehensive approach that combines advanced technical solutions and principles of environmental sustainability. The proper management of surface and subsurface water emerges as a fundamental pillar, highlighting the use of strategically located drainage systems and bioengineering techniques, such as the incorporation of phytoremediation species and living barriers. These measures not only reduce soil saturation and strengthen its shear resistance, but also contribute to mitigating the risks associated with landslides, promoting long-term geotechnical stability.