“…According to some published papers (Aronica et al, 2012;Peres and Cancelliere, 2014;Penna et al, 2014;Schilirò et al, 2015) the regolithic layer is characterised on average by a Unit Weight of 20-25 kNm -3 , a porosity of near 35%, a permeability of 2 X 10 -5 m s -1 , a cohesion ranging from 0 to 6 kPa and an internal friction angle of 35 degrees. The 2009 event has been the study case of a number of papers dealing with either hydrologic, physical or stochastical modelling for shallow landslide susceptibility assessment (e.g., Aronica et al, 2012;Lombardo et al, 2014;Peres and Cancelliere, 2014;Cama et al, 2015;Lombardo et al, 2015;Schilirò et al, 2015, Cama et al, 2016, as well as of specific studies focused on mapping techniques (Ardizzone et al, 2012;Mondini et al, 2011;Ciampalini et al, 2015), rainfall thresholds (Gariano et al, 2015), land-use change effect or tectonic control (Goswami et al, 2011;De Guidi and Scudero, 2013).…”