Bibliographic citations
Medina, E., Dávalos, J. (2023). Propuesta de diseño de muro de suelo reforzado con geomallas para estabilización de talud en el AA. HH. Buenos Aires de Villa en el distrito de Chorrillos [Trabajo de Suficiencia Profesional, Universidad Peruana de Ciencias Aplicadas (UPC)]. http://hdl.handle.net/10757/670000
Medina, E., Dávalos, J. Propuesta de diseño de muro de suelo reforzado con geomallas para estabilización de talud en el AA. HH. Buenos Aires de Villa en el distrito de Chorrillos [Trabajo de Suficiencia Profesional]. PE: Universidad Peruana de Ciencias Aplicadas (UPC); 2023. http://hdl.handle.net/10757/670000
@misc{renati/409375,
title = "Propuesta de diseño de muro de suelo reforzado con geomallas para estabilización de talud en el AA. HH. Buenos Aires de Villa en el distrito de Chorrillos",
author = "Dávalos Salazar, Jackelyne Lizeth",
publisher = "Universidad Peruana de Ciencias Aplicadas (UPC)",
year = "2023"
}
The problem of slope slides brings with it important consequences such as lack of access of people and/or vehicles to the affected area, material losses and even human losses. There are several methods that seek to reinforce the slope and generate stability. The present investigation proposes the design of 3 reinforced soil walls (RSM) as a measure to improve the stability of the slope located in the AA.HH Buenos Aire de Villa, in the district of Chorrillos. For the development of the design, the “Load and Resistance Factor Design“ (LRFD) methodology was used, which is based on the FWHA-NHI-10-024 guide. This consists of increasing the design loads and reducing the loads that favor the resistance of the structure. At the beginning of the design, the characteristics of the soil to be reinforced with the geogrids, the backfill material and the geogrid to be used, which in this case was Miragrid 10XT, were defined. Likewise, the pre-dimensioning process was carried out by proposing a height and width of the wall, which will be verified by means of external and internal analysis and global stability. For the settlement calculation and global stability analysis, both in static and pseudo-static conditions, GEO 5 software was used. The latter analysis indicated that although an improvement in the safety factor against landslides was noted, i.e., an increase in the F.S. value, it is not sufficient to ensure that the hypothesis proposed at the beginning is true.
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