A method for optimizing processes for increasing the load-bearing capacity of foundation grounds, the method comprising: - a first step of detecting at least one part of a built structure and/or of ground; - a step of identifying at least one region to be treated of the foundation ground that lies below at least one portion of said at least one part of the built structure and/or of ground; - a step of injecting, at at least one injection point located substantially within said at least one region to be treated, a cement and/or synthetic mixture; - at least one second step of detecting at least one part of the built structure and/or of the ground that lies above the injected foundation ground; - a step of interrupting said injection step upon the detection of an upheaval movement of at least one portion of the built structure and/or of the ground that lies above said foundation ground; - a step of measuring at least one physical parameter that is susceptible of varying as a consequence of said injection step substantially at the volume of ground affected by said injection step; - a step of identifying the optimum spatial distribution of the successive injection points as a function of the values and of the spatial distribution of said at least one physical parameter measured in said measurement step; characterized in that said at least one physical parameter is the electrical resistivity, wherein said step of identifying the optimum spatial distribution of the injection points is determined by considering that the volume of ground improved with the injection corresponds to the volume of ground in which values of electrical resistivity at least 5% higher than those measured in the vicinity of that same volume of ground are observed, and wherein the variation of said physical parameter is measured before and after said injection step and in that said step of identifying the optimum spatial distribution of the injection points is determined by considering that the volume of ground that is improved with said injection step corresponds to the volume of ground in which values of electrical resistivity at least 5% higher than those present in that same volume of ground before said injection step are observed. - a first step of detecting at least one part of a built structure and/or of ground; - a step of identifying at least one region to be treated of the foundation ground that lies below at least one portion of said at least one part of the built structure and/or of ground; - a step of injecting, at at least one injection point located substantially within said at least one region to be treated, a cement and/or synthetic mixture; - at least one second step of detecting at least one part of the built structure and/or of the ground that lies above the injected foundation ground; - a step of interrupting said injection step upon the detection of an upheaval movement of at least one portion of the built structure and/or of the ground that lies above said foundation ground; - a step of measuring at least one physical parameter that is susceptible of varying as a consequence of said injection step substantially at the volume of ground affected by said injection step; - a step of identifying the optimum spatial distribution of the successive injection points as a function of the values and of the spatial distribution of said at least one physical parameter measured in said measurement step;