Bibliographic citations
Mendoza, C., Yncio, J. (2018). Análisis Numérico Estático de Muros de Suelo Reforzado para Plataformas de Almacenamiento de Concentrados Mineros - Almacén Logisminsa, Ventanilla, Callao [Tesis, Universidad Peruana de Ciencias Aplicadas (UPC)]. http://hdl.handle.net/10757/648849
Mendoza, C., Yncio, J. Análisis Numérico Estático de Muros de Suelo Reforzado para Plataformas de Almacenamiento de Concentrados Mineros - Almacén Logisminsa, Ventanilla, Callao [Tesis]. PE: Universidad Peruana de Ciencias Aplicadas (UPC); 2018. http://hdl.handle.net/10757/648849
@misc{renati/386730,
title = "Análisis Numérico Estático de Muros de Suelo Reforzado para Plataformas de Almacenamiento de Concentrados Mineros - Almacén Logisminsa, Ventanilla, Callao",
author = "Yncio Corrales, Jorge Jhamir",
publisher = "Universidad Peruana de Ciencias Aplicadas (UPC)",
year = "2018"
}
The design of mechanically stabilized walls is influenced by the external loads, by the own weight of the structure, by phreatic level, reinforcement to be used, drainage to be used, not to consider these factors, directly affects the structure of the wall, consequently, landslides, collapses, settlements, etc. At present, the aforementioned failures are still evident in works, due to the fact that simplified analysis of forces such as Equilibrio Limite is carried out and the important thing is to analyze the soil-structure interaction, the most complete and adequate analysis for this case, is a numerical analysis by Finite Elements This thesis contains concepts of the elements that intervene in a reinforced soil wall such as geosynthetics, structural fill, foundation ground. In addition, it contains the design methodology that was applied as Limit Balance and Finite Elements. An external stability analysis was developed that consists of particular analysis of sliding, turning, loading capacity and settlement. Also, an internal stability analysis was applied to determine the type, quantity and separation of the geogrids. Finally, a global analysis is developed through the Slide program, which uses the Limit Equilibrium methodology. The solution that was raised in the thesis, is to develop a numerical analysis by Finite Elements, this consists of the study of tensions and deformations in a base element of the model. In order to apply this analysis, the Plaxis program was used. The results obtained by the program were interpreted and according to these the conclusions were presented.
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