Citas bibligráficas
Vasquez, C., (2022). Estudio de zonificación en base a la determinación de la capacidad portante de los suelos, para cimentaciones superficiales del caserío La Unión Banda de Shilcayo región San Martin 2020 [Universidad Nacional de San Martín. Fondo Editorial]. http://hdl.handle.net/11458/4433
Vasquez, C., Estudio de zonificación en base a la determinación de la capacidad portante de los suelos, para cimentaciones superficiales del caserío La Unión Banda de Shilcayo región San Martin 2020 []. PE: Universidad Nacional de San Martín. Fondo Editorial; 2022. http://hdl.handle.net/11458/4433
@misc{renati/1055678,
title = "Estudio de zonificación en base a la determinación de la capacidad portante de los suelos, para cimentaciones superficiales del caserío La Unión Banda de Shilcayo región San Martin 2020",
author = "Vasquez Rojas, Christian Ricardo Ketin",
publisher = "Universidad Nacional de San Martín. Fondo Editorial",
year = "2022"
}
In the present investigation conducted in the hamlet of La Unión, Banda de Shilcayo, San Martín Region, zoning is being studied based on the determination of the soil bearing capacity for the superficial foundations of the study area. An applied research, descriptive explanatory level, quantitative approach and non-experimental design was used. During the field exploration (18) test pits were made at a depth of 3.00 meters, distributed in different places of the area under study. With the concepts of soil mechanics and laboratory equipment, the soil classification and its main characteristics were obtained. For the SUCS classification type, it was found that the entire study area is conformed by soil type CL (low plasticity inorganic clays). The application of the e050 standard of the National Building Regulations and the contribution of the triaxial compression test, made possible to differentiate the zones of higher and lower bearing capacity: Zone I (qadm = 0.576 Kg/cm2) and Zone II (qadm = 0.987 Kg/cm2). It was concluded that the study of the zoning based on the determination of the bearing capacity improves the shallow foundations of the hamlet of La Unión Banda de Shilcayo, San Martin Region.
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