In this paper we analyse numerically the behaviour of an ideal sandy slope subjected to an earthquake, aiming at exploring the possible triggering and propagation of instability conditions within the domain. At the scope an advanced constitutive model is adopted within a non-linear fully-coupled dynamic finite elements environment.
Seismic induced landslides in sand: a numerical approach / Amorosi, A.; Rollo, F.; Lilliu, E.. - 4:(2019), pp. 1114-1121. (Intervento presentato al convegno VII ICEGE 7th International Conference on Earthquake Geotechnical Engineering tenutosi a Rome).
Seismic induced landslides in sand: a numerical approach
A. Amorosi
;F. Rollo;
2019
Abstract
In this paper we analyse numerically the behaviour of an ideal sandy slope subjected to an earthquake, aiming at exploring the possible triggering and propagation of instability conditions within the domain. At the scope an advanced constitutive model is adopted within a non-linear fully-coupled dynamic finite elements environment.File allegati a questo prodotto
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