prone to high seismic risk due to the presence of several constructions, including a school,
in the vicinity of a toe of a slope, characterized by precarious stability conditions. For site
characterization of the soil, deep site investigations have been undertaken. Borings and
dynamic in situ tests have been performed. Among them Down‐Hole (D‐H) and Seismic
Dilatometer Marchetti Tests (SDMT) have been carried out, with the aim to evaluate the soil …