Method for optimizing processes for increasing the load-bearing capacity of foundation grounds

A method for optimizing processes for increasing the load-bearing capacity of foundation grounds, the method including the following steps:

• a first step of detecting at least one part of a built structure and/or of ground;
• 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;
• 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;
• 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;
• 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;
• and
• identifying an 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;
• said at least one physical parameter being chosen from the group comprising:
• electrical resistivity;
• seismic wave propagation speed;
• gravitational acceleration.