“…Usually, only a few landslides occur at a site during an observation period of typically some decades, so that probabilistic landslide initiation thresholds are mostly defined at regional scale, so as to have a rich data set of observed landslides (e.g., Terlien, 1998;Guzzetti et al, 2007;Jakob et al, 2012;Ponziani et al, 2012;Segoni et al, 2015;Iadanza et al, 2016). The use of physically based models of infiltration and slope stability can help in the prediction of slope response under conditions different from those actually encountered during the observation period, thus allowing the definition of site-specific landslide initiation thresholds (e.g., Arnone et al, 2011;Ruiz-Villanueva et al, 2011;Tarolli et al, 2011;Papa et al, 2013;Peres and Cancelliere, 2014;Posner and Georgakakos, 2015;Greco and Bogaard, 2016), which can be useful for carrying out stochastic predictions. However, the application of such physically based approaches in operational EWS is difficult due to the computational burden involved, which makes carrying out the calculations required for landslide probability assessment difficult in real time.…”