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Claudio Di Prisco
Claudio Di Prisco
Department of structural engineering Politecnico di Milano
Bestätigte E-Mail-Adresse bei polimi.it
Titel
Zitiert von
Zitiert von
Jahr
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
1982004
Experimental study on the water-induced weakening of calcarenites
MO Ciantia, R Castellanza, C Di Prisco
Rock Mechanics and Rock Engineering 48, 441-461, 2015
1692015
On slope instability induced by seepage erosion
G Crosta, C Prisco
Canadian Geotechnical Journal 36 (6), 1056-1073, 1999
1661999
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, 747-764, 2014
1552014
Time dependent mechanical behaviour of loose sands
C di Prisco, S Imposimato
Mechanics of Cohesive‐frictional Materials: An International Journal on …, 1996
1311996
Theoretical investigation of the undrained stability of shallow submerged slopes
C Prisco, R Matiotti, R Nova
Géotechnique 45 (3), 479-496, 1995
1251995
Mechanical modelling of drained creep triaxial tests on loose sand
C Di Prisco, S Imposimato, I Vardoulakis
Geotechnique 50 (1), 73-82, 2000
952000
DEM assessment of impact forces of dry granular masses on rigid barriers
F Calvetti, CG Di Prisco, E Vairaktaris
Acta Geotechnica 12, 129-144, 2017
912017
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
842009
A rheological model for the description of boulder impacts on granular strata
C Di Prisco, M Vecchiotti
Geotechnique 56 (7), 469-482, 2006
782006
Experimental and numerical study of rock-fall impacts on granular soils
F Calvetti, C Di Prisco, M Vecchiotti
Rivista Italiana di Geotecnica 4 (4), 95-109, 2005
782005
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
762011
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
702002
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
701997
A mixed isotropic-kinematic hardening constitutive law for sand
C Di Prisco, R Nova, J Lanier
Modern approaches to plasticity 1, 83-124, 1993
681993
Displacement-based design procedure for slope-stabilizing piles
A Galli, C Di Prisco
Canadian Geotechnical Journal 50 (1), 41-53, 2013
642013
A constitutive model for soil reinforced by continuous threads
C di Prisco, R Nova
Geotextiles and Geomembranes 12 (2), 161-178, 1993
641993
Non-linear soil–structure interaction in disconnected piled raft foundations
F Tradigo, F Pisanò, C Di Prisco, A Mussi
Computers and Geotechnics 63, 121-134, 2015
602015
Impact forces of granular flows on rigid structures: comparison between discontinuous (DEM) and continuous (MPM) numerical approaches
F Ceccato, I Redaelli, C di Prisco, P Simonini
Computers and Geotechnics 103, 201-217, 2018
572018
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
552012
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