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By means of a specific numerical code ELFEN , this approach has been calibrated involving both physical quantities introduced by fracture mechanics and numerical aspects in order to support this hybrid method. The interaction domain has been calculated thanks to the implementation of both methods. The meaning of determining this domain is related to the evaluation of failure limit when a coupled system of loads normal and tangential force and momentum is acting on pillars. An application to a case study of an abandoned gypsum mine interacting with building in San Lazzaro di Savena Bologna is shown. In fact, it was possible to obtain its topography by TLS to furnish a detailed geometrical for the simulation. In the following figure the mine system and the selected pillar is shown.
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