Claudio Di Prisco
Claudio Di Prisco
Department of structural engineering Politecnico di Milano
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Cited by
Cited by
Experimental and numerical analysis of soil–pipe interaction
F Calvetti, C Di Prisco, R Nova
Journal of geotechnical and geoenvironmental engineering 130 (12), 1292-1299, 2004
On slope instability induced by seepage erosion
G Crosta, C Prisco
Canadian Geotechnical Journal 36 (6), 1056-1073, 1999
Experimental study on the water-induced weakening of calcarenites
MO Ciantia, R Castellanza, C Di Prisco
Rock Mechanics and Rock Engineering 48 (2), 441-461, 2015
Time dependent mechanical behaviour of loose sands
C di Prisco, S Imposimato
Mechanics of Cohesive‐frictional Materials: An International Journal on …, 1996
Theoretical investigation of the undrained stability of shallow submerged slopes
C Prisco, R Matiotti, R Nova
Géotechnique 45 (3), 479-496, 1995
Chasing a complete understanding of the triggering mechanisms of a large rapidly evolving rockslide
GB Crosta, C Di Prisco, P Frattini, G Frigerio, R Castellanza, F Agliardi
Landslides 11 (5), 747-764, 2014
Mechanical modelling of drained creep triaxial tests on loose sand
C Di Prisco, S Imposimato, I Vardoulakis
Geotechnique 50 (1), 73-82, 2000
Soil–pipeline interaction along unstable slopes: a coupled three-dimensional approach. Part 1: Theoretical formulation
G Cocchetti, C di Prisco, A Galli, R Nova
Canadian Geotechnical Journal 46 (11), 1289-1304, 2009
Controllability, uniqueness and existence of the incremental response: A mathematical criterion for elastoplastic constitutive laws
G Buscarnera, G Dattola, C Di Prisco
International Journal of Solids and Structures 48 (13), 1867-1878, 2011
A visco‐plastic constitutive model for granular soils modified according to non‐local and gradient approaches
C Di Prisco, S Imposimato, EC Aifantis
International journal for numerical and analytical methods in geomechanics …, 2002
Experimental and numerical study of rock-fall impacts on granular soils
F Calvetti, C Di Prisco, M Vecchiotti
Rivista Italiana di Geotecnica 4, 95-109, 2005
A mixed isotropic-kinematic hardening constitutive law for sand
C Di Prisco, R Nova, J Lanier
Modern approaches to plasticity 1, 83-124, 1993
DEM assessment of impact forces of dry granular masses on rigid barriers
F Calvetti, CG Di Prisco, E Vairaktaris
Acta Geotechnica 12 (1), 129-144, 2017
Experimental analysis and theoretical interpretation of triaxial load controlled loose sand specimen collapses
C di Prisco, S Imposimato
Mechanics of Cohesive‐frictional Materials: An International Journal on …, 1997
A rheological model for the description of boulder impacts on granular strata
C Di Prisco, M Vecchiotti
Geotechnique 56 (7), 469-482, 2006
A constitutive model for soil reinforced by continuous threads
C di Prisco, R Nova
Geotextiles and Geomembranes 12 (2), 161-178, 1993
Constitutive relations for steady, dense granular flows
D Berzi, CG Di Prisco, D Vescovi
Physical Review E 84 (3), 031301, 2011
Displacement-based design procedure for slope-stabilizing piles
A Galli, C Di Prisco
Canadian Geotechnical Journal 50 (1), 41-53, 2013
Discussing the definition of the second‐order work for unsaturated soils
G Buscarnera, C Prisco
International journal for numerical and analytical methods in geomechanics …, 2012
Shallow footings under cyclic loading: experimental behaviour and constitutive modelling
CG Di Prisco, R Nova, A Sibilia
Pàtron, 2003
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