Bibliographic citations
Rodriguez, L., Rosas, J. (2020). Muro mecánicamente reforzado para la estabilización de taludes de gran altura en suelos gravosos expuestos a la brisa marina [Trabajo de investigación, Universidad Peruana de Ciencias Aplicadas (UPC)]. http://hdl.handle.net/10757/651702
Rodriguez, L., Rosas, J. Muro mecánicamente reforzado para la estabilización de taludes de gran altura en suelos gravosos expuestos a la brisa marina [Trabajo de investigación]. PE: Universidad Peruana de Ciencias Aplicadas (UPC); 2020. http://hdl.handle.net/10757/651702
@misc{renati/1287309,
title = "Muro mecánicamente reforzado para la estabilización de taludes de gran altura en suelos gravosos expuestos a la brisa marina",
author = "Rosas Milla, Jesús Silverio",
publisher = "Universidad Peruana de Ciencias Aplicadas (UPC)",
year = "2020"
}
Making an analysis of the area in question, it is important to develop geotechnical engineering, specifically the slope stability, since there is a variety of soils in the Peruvian area, where the bearing capacity of the land will depend on the history of soil formation. Until today there are several ways to solve the instability of slopes, but what is sought is extremely difficult solutions in time, cost and durability. This thesis work presents an effective proposal to mitigate the risk of the Global fault in the cliff of the green coast-Chorrillos using the mechanically stabilized earth wall, the land's peculiarity being a land of uncontrolled landfill with material from the dismantling caused during the construction of the main avenues of the city of Lima in the 60s. The structure intends to understand the necessary and appropriate tools for a design proposal for stability systems. It is based on the recognition of the area, with a general description of the project with the necessary geotechnical parameters as input data to meet our stated objectives. Likewise, a theoretical description of the basic engineering parameters and their field of application is presented. Also, a detailed approach to design is made in this type of structures through the LRFD methodology, with the necessary elements to specify its overall stability. Finally, a structural model is presented with the verification of the main factors using digital engineering tools: MSEW 3.0 and SLIDE 6.0.
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