Bibliographic citations
Noreña, W., Cochachin, G. (2024). Simulación analítica mediante Excel para estimar límites por deslizamiento de suelo en taludes, utilizando los métodos de dovelas y energía [Trabajo de Suficiencia Profesional, Universidad Peruana de Ciencias Aplicadas (UPC)]. http://hdl.handle.net/10757/682818
Noreña, W., Cochachin, G. Simulación analítica mediante Excel para estimar límites por deslizamiento de suelo en taludes, utilizando los métodos de dovelas y energía [Trabajo de Suficiencia Profesional]. PE: Universidad Peruana de Ciencias Aplicadas (UPC); 2024. http://hdl.handle.net/10757/682818
@misc{renati/1299833,
title = "Simulación analítica mediante Excel para estimar límites por deslizamiento de suelo en taludes, utilizando los métodos de dovelas y energía",
author = "Cochachin Peña, Guillermo Richard",
publisher = "Universidad Peruana de Ciencias Aplicadas (UPC)",
year = "2024"
}
The analysis of slope stability is essential in geotechnical engineering to evaluate the risk of landslides. This study focuses on the Fellenius segment method, known for its simplicity and effectiveness by assuming circular failure surfaces and dividing the failure area into vertical segments (Bastardo, 2023). The literature review highlights the importance of factors such as geology, geotechnical parameters and tension cracks in slope stability (Hürlimann y Pinyol, 2022). Conceptual and deterministic modeling provides a deep understanding of the behavior of slopes (Suárez Díaz, 2023), while the analysis of the impact of landslides on structures highlights the need to monitor flows (Pérez-Cortes et al., 2017). Computational tools such as SLOPE/w improve the precision and speed of the analyzes (Suárez, 1998a), and studies on the water table show its significant influence on the stability of the slopes (Suárez, 1998b). This work aims to develop an analytical simulation to estimate the limits of soil slip on slopes using the segment and energy method. The specific objectives include characterizing the geotechnical, topographic and geological conditions of the area, obtaining the topographic profile of the terrain, calculating the surface of the curve with the lowest safety factor and evaluating the accuracy of the simulation model. In addition, the influence of plants such as vetiver and eucalyptus on soil cohesion and reducing the risk of landslides will be explored (González et al., 2022).
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