Análisis del riesgo y estabilidad de taludes en la sede circunvalar de la Universidad Antonio Nariño
In view of the imminent risks currently presented by landslides and their innumerable consequences, the purpose of the research project is to perform a slope stability analysis in Block 4 of the Antonio Nariño University's Circunvalar campus by means of limit equilibrium methods (Fellenius, Bis...
- Autores:
-
Gomez Coca, Yuri Tatiana
Roldan Alvis, Diana Silvia
- Tipo de recurso:
- Trabajo de grado de pregrado
- Fecha de publicación:
- 2023
- Institución:
- Universidad Antonio Nariño
- Repositorio:
- Repositorio UAN
- Idioma:
- spa
- OAI Identifier:
- oai:repositorio.uan.edu.co:123456789/9011
- Acceso en línea:
- http://repositorio.uan.edu.co/handle/123456789/9011
- Palabra clave:
- Talud
Estabilidad
Factor de seguridad
Gestión del riesgo
625.48 G633
Slope
Stability
Safety factor
Risk management.
- Rights
- closedAccess
- License
- Attribution-NonCommercial-NoDerivatives 4.0 International (CC BY-NC-ND 4.0)
| Summary: | In view of the imminent risks currently presented by landslides and their innumerable consequences, the purpose of the research project is to perform a slope stability analysis in Block 4 of the Antonio Nariño University's Circunvalar campus by means of limit equilibrium methods (Fellenius, Bishop and Janbú methods), which allow determining the safety factor and correlating it with SLIDE modeling, under static and pseudo-static conditions. |
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