Citas bibligráficas
Guerrero, E., (2017). Zonificación de la capacidad portante del suelo del sector Monterrey del distrito de Nueva Cajamarca – provincia de Rioja – región San Martín [Universidad Nacional de San Martín. Fondo Editorial]. http://hdl.handle.net/11458/2587
Guerrero, E., Zonificación de la capacidad portante del suelo del sector Monterrey del distrito de Nueva Cajamarca – provincia de Rioja – región San Martín []. PE: Universidad Nacional de San Martín. Fondo Editorial; 2017. http://hdl.handle.net/11458/2587
@misc{sunedu/2843885,
title = "Zonificación de la capacidad portante del suelo del sector Monterrey del distrito de Nueva Cajamarca – provincia de Rioja – región San Martín",
author = "Guerrero Loayza, Eli",
publisher = "Universidad Nacional de San Martín. Fondo Editorial",
year = "2017"
}
The following research denominated "Zoning of the Soil Carrier Capacity of the Monterrey Sector of the District of Nueva Cajamarca - Province of Rioja - San Martin Region.", Has as objective to determine the carrying capacity that allows to elaborate a zoning map of soil carrying capacity. The research methodology used was descriptive, which sought to specify and analyze the geological and geotechnical characteristics of the soil. The laboratory tests of moisture content, consistency limits (atterberg), granulometric analysis, field density, direct cutting and soil classification have been developed, taking into account the established norms in force, also these tests have allowed to determine the physical properties and mechanics of the foundation soil, as well as the type of soil and its characteristics. Soils were classified by the SUCS method, which indicates the presence of soils of coarse and fine granulometry, the soils of fine granulometry of clay type CL and ML, and soils of coarse granulometry of type GP, GM and GC, with low to medium humidity percentage, two well-marked geotechnical zones have been determined, called Zone I and Zone II, which are delimited in Zone I by C-01, C-02, C-03, C-04, C-05 , C-06, C-07, C-08, C-09, C-10, C-11, C-12, C-13, C-14, C-16, C-17, C-18, C -19, C-20, C-21, C-22, C-23, C-24, C-25, C-26, C-27, C-28 and C-29 and in Zone II by C -15 and C-29, the allowable capacity in Zone I with a foundation depth of -1.50 meters and a foundation width of 1.00 meters is between 0.902 to 0.968 Kg / cm2 with an average allowable capacity of 0.933 kg / cm2 or 9.33 tn / m2, the allowable capacity in Zone II with a foundation depth of -1.50 meters and a foundation width of 1.00 meters it finds between 0.215 to 0.455 Kg / cm2 with an average admissible capacity of 0.335 kg / cm2 or 3.35 tn / m2.
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