Bibliographic citations
Coral, J., Flores, C. (2016). Zonificación de la capacidad portante de los suelos de la localidad de Bernabé Guridi del distrito de Tarapoto, provincia de San Martín, Región San Martín [Tesis, Universidad Nacional de San Martín. Fondo Editorial]. http://hdl.handle.net/11458/3066
Coral, J., Flores, C. Zonificación de la capacidad portante de los suelos de la localidad de Bernabé Guridi del distrito de Tarapoto, provincia de San Martín, Región San Martín [Tesis]. PE: Universidad Nacional de San Martín. Fondo Editorial; 2016. http://hdl.handle.net/11458/3066
@misc{renati/1056016,
title = "Zonificación de la capacidad portante de los suelos de la localidad de Bernabé Guridi del distrito de Tarapoto, provincia de San Martín, Región San Martín",
author = "Flores Perez, Carlos Manuel",
publisher = "Universidad Nacional de San Martín. Fondo Editorial",
year = "2016"
}
The following research titled as Zoning of the bearing capacity of the soils of the town of Bernabé Guridi of the district of Tarapoto, San Martin province, San Martin region has the objective of determining the bearing capacity of the soils of the study area that allows to elaborate a zoning map. The research methodology was descriptive, on which it was sought to specify and analyze the geological and geotechnical characteristics. According to these studies, the classification was determined by the SUCS method where the following soil types were obtained: low plasticity clays (CL), clayey sands (SC), silty clay sands (SM-SC) The carrying capacity of the pits are as follows: C-01 = 1.11 kg/cm2, C-02 = 1.08 kg/cm2, C-03 = 0.95 kg/cm2, C-04 = 0.91 kg/cm2, C-05 = 0.81 kg/cm2, C-06 = 0.77 kg/cm2, C-07 = 0.99 kg/cm2, C-08 = 1.05 kg/cm2, C-09 = 0.99 kg/cm2, C-10 = 0.84 kg/cm2, C-11 = 0.95 kg/cm2, C-12 = 0.92 kg/cm2, C-13 = 0.87 kg/cm2, C-14 = 0.92 kg/cm2, C-15 = 0.98 kg/cm2, C-16 = 1.04 kg/cm2, C-17 = 0.86 kg/cm2, C-18 = 0.95 kg/cm2, C-19 = 0.97 kg/cm2, C-20 = 0.89 kg/cm2, C-21 = 0.93 kg/cm2, C-22 = 0.87 kg/cm2, C-23 = 0.89 kg/cm2, C-24 = 0.89 kg/cm2, C-25 = 0.96 kg/cm2, C-26 = 0.92 kg/cm2, C-27 = 0.88 kg/cm2 y C-28 = 0.89 kg/cm2
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