Claudio di Prisco 
- : Mechanized deep tunnel excavation in saturated clayey soils: a pre-design hydro-mechanically coupled method for the assessment of both spoil and face volume loss. Dans: Géotechnique.
- (2023): Geosynthetic-reinforced and pile-supported embankments: theoretical discussion of finite difference numerical analyses results. Dans: European Journal of Environmental and Civil Engineering, v. 27, n. 15 (mars 2023).
- (2022): Role of numerical modelling choices on the structural response of onshore wind turbine shallow foundations. Dans: Structures, v. 37 (mars 2022).
- (2020): A simplified approach to estimate settlements of earth embankments on piled foundations: the role of pile shaft roughness. Dans: European Journal of Environmental and Civil Engineering, v. 27, n. 1 (novembre 2020).
- (2008): Numerical Simulation of Model Tests of Pier-Shallow Foundation Systems Subjected to Earthquake Loads Using an Elasto-Uplift-Plastic Macro Element. Dans: Soils and Foundations, v. 48, n. 5 (octobre 2008).
- (2020): Deep tunnel faces in cohesive soils under undrained conditions: application of a new design approach. Dans: European Journal of Environmental and Civil Engineering, v. 27, n. 8 (septembre 2020).
- (2003): Cyclic and dynamic mechanical behaviour of granular soils: experimental evidence and constitutive modelling. Dans: Revue française de Génie civil, v. 7, n. 7-8 (août 2003).
- (2009): An Uncoupled Approach for the Design of Rockfall Protection Tunnels. Dans: Structural Engineering International, v. 19, n. 3 (août 2009).
Structurae coopère avec
