| 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 | 215 | 2004 |
| 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 | 187 | 2015 |
| On slope instability induced by seepage erosion G Crosta, C Prisco Canadian Geotechnical Journal 36 (6), 1056-1073, 1999 | 172 | 1999 |
| 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 | 168 | 2014 |
| Time dependent mechanical behaviour of loose sands C di Prisco, S Imposimato Mechanics of Cohesive‐frictional Materials: An International Journal on …, 1996 | 140 | 1996 |
| Theoretical investigation of the undrained stability of shallow submerged slopes C Prisco, R Matiotti, R Nova Géotechnique 45 (3), 479-496, 1995 | 127 | 1995 |
| 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 | 104 | 2017 |
| Mechanical modelling of drained creep triaxial tests on loose sand C Di Prisco, S Imposimato, I Vardoulakis Geotechnique 50 (1), 73-82, 2000 | 96 | 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 | 88 | 2009 |
| A rheological model for the description of boulder impacts on granular strata C Di Prisco, M Vecchiotti Geotechnique 56 (7), 469-482, 2006 | 85 | 2006 |
| 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 | 85 | 2005 |
| 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 | 79 | 2011 |
| Displacement-based design procedure for slope-stabilizing piles A Galli, C Di Prisco Canadian Geotechnical Journal 50 (1), 41-53, 2013 | 72 | 2013 |
| A mixed isotropic-kinematic hardening constitutive law for sand C Di Prisco, R Nova, J Lanier Modern approaches to plasticity 1, 83-124, 1993 | 72 | 1993 |
| 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 | 70 | 2002 |
| 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 | 70 | 1997 |
| 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 | 68 | 2015 |
| 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 | 67 | 2018 |
| A constitutive model for soil reinforced by continuous threads C di Prisco, R Nova Geotextiles and Geomembranes 12 (2), 161-178, 1993 | 67 | 1993 |
| Constitutive relations for steady, dense granular flows D Berzi, CG di Prisco, D Vescovi Physical Review E—Statistical, Nonlinear, and Soft Matter Physics 84 (3 …, 2011 | 61 | 2011 |
