Abstract
The execution of works in the area of geotechnics follow a series of calculations and preliminary analyzes, which in turn must be observed in order to preserve the physical integrity of the enterprise and the safety of the people who willuse it. Changes not foreseen in the project, however much they may contribute to its execution and improvement of the final result, occur often without the author's knowledge, resulting in non-conformities of the project. In this sense, this work developsa comparative analysis between the calculated and dimensioned design of a containment structure and the executed project, in which the planned mass composition materials were completely replaced. For this, the safety factors were calculated to the tippingand the sliding of said structures through the method of Rankine's Theory, later, the results were arranged in tables for the best appreciation
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