The seismic response of low plasticity medium-stiff soil deposits has been investigated
through non-linear one-dimensional analyses carried out with reference to a set of 30 soil …

In this study we present an integrated approach to assess earthquake-induced landslide
hazard at the source area of the slope instability process. The method has been applied to …

In upstream faced earth dams all possible seismic-induced damages may be expressed
using crest settlement as indicator, which may be predicted using complete dynamic …

To assess the seismic performance of slopes, the simplified displacement-based methods
represent a good-working balance between simplicity and reliability. The so-called …

Pseudo-static seismic analysis of retaining walls requires the selection of an equivalent
seismic coefficient synthetically representing the effects of the transient seismic actions on …

Under seismic loads the deformability of an earth dam may induce several effects, including
ground-motion amplification and asynchronism between different points of the dam …

The paper proposes updated approaches for Level I and II analyses of seismic slope
stability, suitable for microzonation maps. The Level I procedure is based on multi-variate …

La valutazione delle condizioni di stabilità dei pendii naturali in presenza di azioni sismiche
è in genere effettuata mediante l'approccio pseudostatico nel quale l'azione sismica è …

In questo lavoro è illustrato un modello di stabilità distribuito per la valutazione della
suscettibilità all'innesco di frane sismo indotte e degli effetti sulle infrastrutture strategiche …

Under the European FP7 SNOWBALL project (2014–2017), the island of Santorini was used
as a case study to validate a procedure to assess the possible multiple cascading effects …