Auteur Claudio Di Prisco
|
|
Documents disponibles écrits par cet auteur (4)
Affiner la recherche![]()
Article : texte imprimé
Claudio Di Prisco, Auteur ; Mauro Vecchiotti, Auteur |This paper concerns the problem of designing standard artificial tunnels for rock boulder protection. The proposed approach consists in uncoupling the problem of the dynamic response of the granular dissipative soil cushion placed on the top of [...]![]()
Article : texte imprimé
Claudio Di Prisco, Auteur ; Federico Pisano, Auteur |This chapter concerns the seismic design of shallow footings and, more specifically, a critical analysis of the soil-structure interaction problem. To highlight the non-linear mechanical response of shallow footings, several experimental test re[...]![]()
Article : texte imprimé
Giuseppe Cocchetti, Auteur ; Claudio Di Prisco, Auteur ; Andrea Galli, Auteur |Pipelines buried along potentially unstable slopes are often monitored because soil movements can induce an evolution of the state of stress within the pipe that can eventually result in the loss of the serviceability of the system or even in it[...]![]()
Article : texte imprimé
Giuseppe Cocchetti, Auteur ; Claudio Di Prisco, Auteur ; Andrea Galli, Auteur |The soil–pipe interaction constitutive model, based on the concept of the “macroelement” described in a companion paper, has been implemented according to a piecewise linear (PWL) formulation in a three-dimensional finite element code in which t[...]


