Bibliographic citations
Palomino, J., Guardia, J. (2024). Estudio de estabilidad estática y pseudo estática en el diseño de muro de suelo reforzado para la estabilización de taludes de suelo arenoso en el pueblo joven Santa Rosa de las conchitas, Villa María del Triunfo [Trabajo de Suficiencia Profesional, Universidad Peruana de Ciencias Aplicadas (UPC)]. http://hdl.handle.net/10757/674810
Palomino, J., Guardia, J. Estudio de estabilidad estática y pseudo estática en el diseño de muro de suelo reforzado para la estabilización de taludes de suelo arenoso en el pueblo joven Santa Rosa de las conchitas, Villa María del Triunfo [Trabajo de Suficiencia Profesional]. PE: Universidad Peruana de Ciencias Aplicadas (UPC); 2024. http://hdl.handle.net/10757/674810
@misc{renati/1298519,
title = "Estudio de estabilidad estática y pseudo estática en el diseño de muro de suelo reforzado para la estabilización de taludes de suelo arenoso en el pueblo joven Santa Rosa de las conchitas, Villa María del Triunfo",
author = "Guardia Campos, Jesus Jeanpierre",
publisher = "Universidad Peruana de Ciencias Aplicadas (UPC)",
year = "2024"
}
One of the situations currently seen is the low amount of recreational spaces in various cities. Since these are relegated as urban development takes place, as seen in the young town of Santa Rosa de las Conchitas, Villa María del Triunfo, Lima. Therefore, taking advantage of the space on the slopes can be one of the viable solutions. However, the problems that these present, throughout the world, are landslides caused largely by telluric movements. Reinforced soil walls (M.S.R) are economical and adaptable containment alternatives, since their application allows the space obtained above it to be used. In order to carry out its design and pre-sizing, a prior study of soil mechanics and topography of the slope of the study area was required to determine its geotechnical properties. In addition to its length, size and shape, thus detecting 6 characteristic sections. Which will serve to determine the stability of the slope in static and pseudo-static conditions. Finally, once the M.S.R was designed, it was verified that the safety factors for sliding, overturning and bearing capacity obtained through an external stability analysis meet the design criteria. Furthermore, one of the most important conclusions is the increase in the safety factor once the design of the reinforced soil wall is applied, having significant values such as 112.15% in static condition and 204.55% in pseudo-static condition in sections 3 and 4. respectively.
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