Bibliographic citations
Paucar, I., Borda, J. (2020). Evaluación de la capacidad de carga axial de pilotes tubulares de acero instalados en estratos de arena limosa y grava arenosa del puerto del Callao; utilizando métodos analíticos y resultados de prueba de carga dinámica [Tesis, Universidad Peruana de Ciencias Aplicadas (UPC)]. http://hdl.handle.net/10757/652358
Paucar, I., Borda, J. Evaluación de la capacidad de carga axial de pilotes tubulares de acero instalados en estratos de arena limosa y grava arenosa del puerto del Callao; utilizando métodos analíticos y resultados de prueba de carga dinámica [Tesis]. PE: Universidad Peruana de Ciencias Aplicadas (UPC); 2020. http://hdl.handle.net/10757/652358
@misc{sunedu/3091967,
title = "Evaluación de la capacidad de carga axial de pilotes tubulares de acero instalados en estratos de arena limosa y grava arenosa del puerto del Callao; utilizando métodos analíticos y resultados de prueba de carga dinámica",
author = "Borda Hinostroza, José Mauricio",
publisher = "Universidad Peruana de Ciencias Aplicadas (UPC)",
year = "2020"
}
One of the most important and difficult part in the design of piles is estimate axial load capacity for those structural elements. This difficulty and complexity is caused by the unpredictable behavior of the soil and many methodologies that exist to estimate the load capacity of the piles. The professionals in charged for this work often have complications in the selection of methods and try to use their experience to select one of those, however this one couldn’t be the ideal method for the analyzed soil. On the other hand, dynamic load tests and the "Analysis of the stack wave analysis" (CAPWAP) are increasingly frequent to validate the length and the real load capacity. In this work we have used data from 2 pilots of tubular steel of 812.8 mm in diameter and 18 mm and wall thickness, which have been used in coastal soil consisting mainly of sandy gravel and silty sand. Then, we created a database of soil geotechnical parameters and results of axial load capacity for tip and fuse of PDA tests. Later, analytical and empirical methodologies will be analyzed to estimate the capacity of axial load by tip and shaft of tubular steel piles. Finally, the results of the tasks of the PDA are compared and the values of the estimated load capacity that are obtained from the most appropriate methodologies for the type of soil analyzed in the tip and shaft calculation are compared.
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