Bibliographic citations
Taipicuri, L., More, A. (2021). Diseño de la cimentación de torres de alta tensión mediante pernos de anclaje para su fundación sobre macizo rocoso ubicado en el distrito de Chorrillos-Lima-Perú [Tesis, Universidad Peruana de Ciencias Aplicadas (UPC)]. http://hdl.handle.net/10757/658818
Taipicuri, L., More, A. Diseño de la cimentación de torres de alta tensión mediante pernos de anclaje para su fundación sobre macizo rocoso ubicado en el distrito de Chorrillos-Lima-Perú [Tesis]. PE: Universidad Peruana de Ciencias Aplicadas (UPC); 2021. http://hdl.handle.net/10757/658818
@misc{sunedu/3086468,
title = "Diseño de la cimentación de torres de alta tensión mediante pernos de anclaje para su fundación sobre macizo rocoso ubicado en el distrito de Chorrillos-Lima-Perú",
author = "More Torres, Alexander Nilson",
publisher = "Universidad Peruana de Ciencias Aplicadas (UPC)",
year = "2021"
}
The design of foundations for high voltage towers in Peru does not currently have a specific regulation or regulation that indicates the different technical considerations to take into account in the design, so this is usually done using unconventional conventional methods. The first part of this investigation carries out the geotechnical study for a specific reference point in the “La Herradura” formation of the Chorrillos district, Lima, Peru. From this study the characteristics and parameters of the place are obtained such as the Resistance to the Simple Compression of the Rocks, Specific Weight of the rock and state in which the rock mass is located. The second part focuses on the geotechnical design of a foundation for high voltage towers using anchor bolts, for which the Especificación CFE JA100-64 (Mexico), the IEEE (Guide for Transmission Structure Foundation Design and Testing) and Reglamento Nacional de Edificaciones (Peru) ) are taken into account. The third part develops a parametric analysis based on the procedure that has been established for the design of foundations of high-voltage towers using anchor bolts. The purpose of this analysis is to determine correlations that may be significant or not, while identifying behavioral trends according to the variability of parameters specified prior to each iterative process. This part provides practical expressions that can be used to have a previous design perspective and choose to make certain improvements. The fourth part of the research develops the proposal of a design methodology taking into account the geotechnical design that was carried out and the parametric analysis in order to optimize the design, quantifying the advantages and disadvantages of assuming values greater or less than those exposed in the part of geotechnical design. Finally, the different conclusions that generated the calculations and tests performed are developed, according to the scope and objectives of the research topic and recommendations that future researchers should take into account when seeking to expand the study of the technique.
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