47 results on '"Viggiani, Giulia M. B."'
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2. Centrifuge Experiments Dealing with Monotonic and Cyclic Loads on Pile Foundations in Sand
3. Microstructure of Crushable Expanded Clay Aggregates
4. Seismic Response of Anchored Steel Sheet Pile Walls in Dry and Saturated Sand
5. Seismic Behaviour of Retaining Structures: From Fundamentals to Performance-Based Design
6. Three-Dimensional Coupled Finite-Element Analyses of the Seismic Performance of Onshore Wind Turbines on Liquefiable Soils
7. A Simple Coupled Analysis of an Arch Bridge Subjected to Tunnelling-Induced Movements
8. Experimental investigation of the seismic performance of caisson foundations supporting bridge piers.
9. Seismic Behaviour of Retaining Structures: From Fundamentals to Performance-Based Design
10. Seismic Response of Anchored Steel Sheet Pile Walls in Dry and Saturated Sand
11. Mechanised Tunnel Excavation Through an Instrumented Site in Rome: Class A Predictions and Monitoring Data
12. Effects of Displacement Hardening on the Seismic Design of Anchored Walls
13. A Simple Coupled Analysis of an Arch Bridge Subjected to Tunnelling-Induced Movements
14. Multi-scale morphological descriptors from the fractal analysis of particle contour
15. Centrifuge and theoretical study of the seismic response of anchored steel sheet pile walls in dry sand
16. Mechanised Tunnel Excavation Through an Instrumented Site in Rome: Class A Predictions and Monitoring Data
17. Discussion: Effect of soil models on the prediction of tunnelling-induced deformations of structures
18. Boundary effects on dynamic centrifuge testing of onshore wind turbines on liquefiable soils
19. Filtering effect induced by rigid massless embedded foundations
20. Experimental investigation of the seismic performance of caisson foundations supporting bridge piers
21. Closure to “Role of Shear Deformability on the Response of Tunnels and Pipelines to Single and Twin Tunneling” by Andrea Franza and Giulia M. B. Viggiani
22. Centrifuge Modeling of Shallow Foundation Lateral Disconnection to Reduce Seismic Vulnerability
23. Role of Shear Deformability on the Response of Tunnels and Pipelines to Single and Twin Tunneling
24. Numerical modelling of centrifuge dynamic tests of circular tunnels in dry sand
25. Breakage of an artificial crushable material under loading
26. Numerical modelling of installation effects for diaphragm walls in sand
27. On the geology and the geotechnical properties of pyroclastic flow deposits of the Colli Albani
28. Improved Method for the Seismic Design of Anchored Steel Sheet Pile Walls
29. Effect of soil models on the prediction of tunnelling-induced deformations of structures
30. Numerical simulation of the ground response in saturated sand
31. Multi-scale morphological descriptors from the fractal analysis of particle contour
32. Analisi numerica con approccio ALE di un modello fisico di scudo EPB
33. Development and application of time-lapse ultrasonic tomography
34. Modellazione numerica dello scavo meccanizzato di gallerie con il metodo ALE
35. Filtering effect induced by rigid massless embedded foundations
36. Artificial ground freezing of a volcanic ash: laboratory tests and modelling
37. Contour fractal analysis of grains.
38. Timelapse ultrasonic tomography for measuring damage localization in geomechanics laboratory tests
39. Monitoraggio di Scavi: L'esperienza della Linea 1 della Metropolitana di Napoli. RELAZIONE DI PANEL
40. Finite element analysis of the excavation of the new Stazione Garibaldi of Napoli Underground
41. Numerical modelling of centrifuge dynamic tests of circular tunnels in dry sand
42. Evaluation of Soil Dynamic Properties in Centrifuge Tests
43. Face stability of slurry shield-driven tunnel in an aquifer
44. Modelling ground response to TBM tunnelling with active face support
45. Front-face pressure drop during the standstill phase for EPB mechanized tunnelling in coarse-grained soils
46. An analytical solution for the rotational component of the Foundation Input Motion induced by a pile group
47. Una soluzione analitica per la componente rotazionale dell'eccitazione sismica dovuta all'interazione cinematica pali-terreno
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