86 results on '"di Prisco, Claudio"'
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2. Progressive Failure in Viscoplastic Materials: The Case of Creeping Landslides
3. Handbook on Tunnels and Underground Works
4. Mechanised deep tunnel excavation in saturated clayey soils: a pre-design hydro-mechanically coupled method for the assessment of both spoil and face volume loss
5. Correction to: Wind Tower FRC Foundations: Research and Design
6. Nanosilica Grout Permeation in Sand: Experimental Investigation and Modeling
7. Wind Tower FRC Foundations: Research and Design
8. A Generalized Constitutive Relationship for Undrained Soil Structure Interaction Problems
9. Modelling the Development of Settlements of Earth Embankments on Piled Foundations
10. Three-Dimensional Constitutive Model for Dry Granular Materials Under Different Flow Regimes
11. Numerical Analysis of the Mechanical Response of Anchored Wire Meshes
12. A New Constitutive Approach for Simulating Solid- to Fluid-like Phase Transition in Dry and Saturated Granular Media
13. A New Strategy for Mitigating Pipeline Uplift in Liquefied Soils
14. Optimization of the Geometry of Monitoring Devices for Contaminant Detection in Cement-Bentonite Cutoff Walls
15. Punching Tests on Deformable Facing Structures: Numerical Analyses and Mechanical Interpretation
16. A Simplified Approach for the Estimation of Settlements of Earth Embankments on Piled Foundations
17. Geosynthetic-reinforced and pile-supported embankments: theoretical discussion of finite difference numerical analyses results
18. Numerical Investigation on the Influence of the Excavation Rate on the Mechanical Response of Deep Tunnel Fronts in Cohesive Soils
19. Impact of a dry granular flow against a rigid wall: MPM simulations with a new constitutive approach
20. Constitutive modelling of phase transitions in granular soils
21. The Effect of the Front Inclination on the Impact Forces Transmitted by Granular Flows to Rigid Structures
22. Unstable Creeping in Geomaterials
23. Phase transition in monodisperse granular materials: How to model it by using a strain hardening visco‐elastic‐plastic constitutive relationship
24. Role of numerical modelling choices on the structural response of onshore wind turbine shallow foundations
25. A simplified approach to estimate settlements of earth embankments on piled foundations: the role of pile shaft roughness
26. Experimental tests on shallow foundations of onshore wind turbine towers
27. Investigation, Monitoring and Modelling of a Rapidly Evolving Rockslide: The Mt. de la Saxe Case Study
28. Numerical and theoretical analyses of settlements of strip shallow foundations on normally consolidated clays under partially drained conditions
29. Investigating the influence of block rotation and shape on the impact process
30. Evaluation of the Stability of Underground Cavities in Calcarenite Interacting with Buildings Using Numerical Analysis
31. Modelling Rockslide Displacements with Delayed Plasticity
32. Dry granular masses impacting on rigid obstacles: numerical analysis and theoretical modelling
33. DEM numerical tests on dry granular specimens: the role of strain rate under evolving/unsteady conditions
34. Seismic Response of Shallow Footings: A Promising Application for the Macro-element Approach
35. A New Design Method for Rockfall Shelters Covered by Granular Layers
36. Landslide Motion Forecasting by a Dynamic Visco-Plastic Model
37. Modeling of the impact of rigid ellipsoidal blocks by means of an elastic-visco-plastic constitutive model
38. A procedure to estimate cutoff wall transport properties from monitoring wells
39. Progressive failure in elastic–viscoplastic media: from theory to practice
40. Modelling phase transition in granular materials: From discontinuum to continuum
41. Mathematical modelling of the mechanical response of earth embankments on piled foundations
42. Saturated granular flows: constitutive modelling under steady simple shear conditions
43. Deep tunnel faces in cohesive soils under undrained conditions: application of a new design approach
44. Micromechanical investigation of grouting in soils
45. Micromechanics of granular matter: A preface
46. Dependency of the Mechanical Behaviour of Granular Soils on Loading Frequency: Experimental Results and Constitutive Modelling
47. Deep tunnel fronts in cohesive soils under undrained conditions: a displacement-based approach for the design of fibreglass reinforcements
48. Mechanical interpretation of dry granular masses impacting on rigid obstacles
49. Predictive potential of Perzyna viscoplastic modelling for granular geomaterials
50. Impact forces of granular flows on rigid structures: Comparison between discontinuous (DEM) and continuous (MPM) numerical approaches
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