To determine the bearing capacity of piles, determinations for existing models, including the analyzed theories that consider the friction contribution within the rock where necessary, were combined with in situ pile load tests, which served to calibrate the models and set the interval at which coefficients taken into account in the conditions for the case study could vary.
En el artículo analizaremos los resultados de 5 pruebas de cargas, una de un pilote empotrado en la calcarenita de muy mala calidad, dos de pilotes empotrados en calcarenitas de mala calidad y dos en pilotes empotrados en calcarenitas de buena calidad.