Abstract
In this article, the different calculations referring to the soil bearing capacity and its friction angle are analyzed. Specifically, from the sand when the Standard Penetration Test or also called S.P.T. is taken as a starting point.
 The modification of formula factors is proposed to obtain the friction angle of two different authors starting from a triaxial test. Several disturbed samples from the soil under study were taken both to carry out the triaxial test as well as the respective S.P.T tests from different points in the sector under study soil.
 Based on the data obtained, the respective correlation is carried out using R software, from which representative differences were found between the classical formulas and the research proposal.
 Effectively correlating the factor values used in the formulas commonly used in our calculations of both the admissible capacity of soils and the angle of friction are far from its actual capacity.
 Giving a new acquisition formula with a factor for the friction angle, representative in the treated soil.
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