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

Abstract

La presente investigación denominada 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, tiene como objetivo determinar la capacidad portante de los suelos del área de estudio que permita elaborar un mapa de zonificación. La metodología de investigación fue descriptiva, sobre la que se buscó especificar y analizar las características geológicas y geotécnicas. De acuerdo a estos estudios se determinó la clasificación mediante el método SUCS donde se obtuvieron los siguientes tipos de suelos: arcillas de baja plasticidad (CL), arenas arcillosas (SC), arenas arcillosas limosas (SM-SC) La capacidad portante de las calicatas son las siguientes: 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.

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