Citas bibligráficas
Aguilar, R., Trujillo, L. (2024). Propuesta de mejoramiento de estabilidad de taludes mediante la inclusión de anclajes para mitigación de peligro por deslizamiento de tierras en el Distrito de San Martín de Pangoa - Junín [Trabajo de Suficiencia Profesional, Universidad Peruana de Ciencias Aplicadas (UPC)]. http://hdl.handle.net/10757/682812
Aguilar, R., Trujillo, L. Propuesta de mejoramiento de estabilidad de taludes mediante la inclusión de anclajes para mitigación de peligro por deslizamiento de tierras en el Distrito de San Martín de Pangoa - Junín [Trabajo de Suficiencia Profesional]. PE: Universidad Peruana de Ciencias Aplicadas (UPC); 2024. http://hdl.handle.net/10757/682812
@misc{renati/1299873,
title = "Propuesta de mejoramiento de estabilidad de taludes mediante la inclusión de anclajes para mitigación de peligro por deslizamiento de tierras en el Distrito de San Martín de Pangoa - Junín",
author = "Trujillo Guadiamos, Lenin",
publisher = "Universidad Peruana de Ciencias Aplicadas (UPC)",
year = "2024"
}
In the city of San Martín de Pangoa, Junín region, the area where a hospital is planned to be built is adjacent to a slope composed of low-strength sandy silt material, with an average gradient of 30% and rugged geography; these are the causes of slope instability. After performing the slope analysis in the Slide2D software, a static safety factor of 1.224 was obtained, and a pseudo static factor of 0.908; these 2 values do not comply with Standard E.050. Since the slope is unstable, the anchoring force necessary to stabilize the slope was calculated from the iteration of forces and slope analysis in Slide2D: Forces of 2, 5, 15, 30, 45, 60 and 75 tons were analyzed, where static safety factors from 1.230 to 1.665 were obtained; and in pseudo static conditions from 0.915 to 1.336. After analyzing the values, it was determined that the appropriate anchoring force to stabilize the slope and comply with Standard E.050 is 60 tons, which has a FS of 1.540 under static conditions and 1.271 under pseudo-static conditions. With the anchoring force defined, the anchor was designed with a bulb length of 10 meters and a diameter of 0.1524 meters. Likewise, the wall that will support each anchor has a length of 2.50 meters, a width of 2.00 meters, and a thickness of 0.30 meters.
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