Citas bibligráficas
Mendoza, D., Paitan, A. (2020). Columnas de grava para reducir los asentamientos de una estructura hospitalaria cimentada sobre arcilla de alta plasticidad en San Ignacio, Cajamarca [Tesis, Universidad Peruana de Ciencias Aplicadas (UPC)]. http://hdl.handle.net/10757/654636
Mendoza, D., Paitan, A. Columnas de grava para reducir los asentamientos de una estructura hospitalaria cimentada sobre arcilla de alta plasticidad en San Ignacio, Cajamarca [Tesis]. PE: Universidad Peruana de Ciencias Aplicadas (UPC); 2020. http://hdl.handle.net/10757/654636
@misc{renati/393714,
title = "Columnas de grava para reducir los asentamientos de una estructura hospitalaria cimentada sobre arcilla de alta plasticidad en San Ignacio, Cajamarca",
author = "Paitan Perez, Andrea Stefania",
publisher = "Universidad Peruana de Ciencias Aplicadas (UPC)",
year = "2020"
}
Soft soils are the most common in needing some type of improvement or reinforcement, and the choice of technique will depend on the characteristics of the soil, cost, time and other important factors. Among these methods is the gravel column technique, which allows to accelerate the consolidation of soft soils, reduce settlements, improve bearing capacity and therefore the geotechnical characteristics of the soil. This thesis will consist of analyzing and studying the gravel column methodology as an improvement technique for a clay-type soil. For this, the technique will be applied in a case study for a work located in Cajamarca and settlements with and without a gravel column will be analyzed. The necessary laboratory tests will be used to obtain the geotechnical parameters of the soil under study. From these data and using the Priebe method, the dimensions of the gravel columns will be determined and then the settlement by primary consolidation will be calculated. The result obtained allows a favorable view of the reduction of settlements.
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