Aplicación del modelo Geoestadísticos Kriging para evaluar la información geotécnica del casco urbano del municipio de Pamplona.

Abstract

The civil engineering plays a very important role when it comes to addressing issues such as soil studies, which study the physical and mechanical properties that comprise it in order to provide geotechnical recommendations for design, construction of excavations, containment structures, fillings to be able to withstand threats either by earthquakes or geotechnical as the earthquake norm says in the title h.

The objective of this research is to use Geostatistical models to evaluate the geotechnical information of the urban helmet of the municipality of Pamplona, with the intention of identifying the most vulnerable zones at the time of construction. for this, a database of 105 apiques distributed throughout the urban area of the municipality of Pamplona was counted, in which information is available on granulometries, liquid limits, plasticity indexes, moisture contents and once this information is tabulated obtained a classification of the soil through the USCS also carried out the calculation of carrying capacity at depths of 1 meter, 1.5 meters, 2 meters, 2.5 meters, 3 meters in order to obtain the capacity of the land to support the loads applied on the ground .

The methods used for the analysis of the variability of soil properties seek to study the spatial variability. For this, semivarianza and covariance analyzes are made between separated samples at different distances, to obtain a spatial distribution of the values of said properties, by means of interpolation. Of techniques such as ordinary kriging.