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The laboratory characterization of migmatite rocks, affected by tunneling works in southern Calabria (Italy), has been carried out with the purpose of investigating the relationship between some potentially interdependent petrographic and petrophysical features with the mechanical behavior of the excavated rocks. Mineralogical and petrographic investigation allowed estimating the modal composition of the rock and the grain size of the constituting minerals, as well as examining the intergranular contacts and associated microfractures. The velocity of seismic waves within the specimens has been measured and calculated, along with the elastic properties of the rock. Specimens were also characterized from the physical-mechanical point of view and their mode of failure was considered. Results show that the mechanical behavior of migmatites varies within the sample population, although the specimens belong to the same sampling area. It is controlled by both porosity and modal composition of the rock. Thus, primary minerals were grouped with respect to their elastic properties; their abundance/deficiency within the specimen controls its mechanical strength. This is also reflected in the modes of failure associated to different strength values. This is a new consideration in the laboratory characterization of this rock type, largely cropping out in several contexts worldwide. Results should be taken into account before starting engineering works, in order to avoid errors resulting from considering this rock as a homogeneous material from the mechanical and petrographic points of view.

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