| Nome |
# |
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Influence of the Tunnel Shape on Shotcrete Lining Stresses, file e384c42e-0b97-d4b2-e053-9f05fe0a1d67
|
1.762
|
|
Cohesive Crack Model Description of Ductile to Brittle Size-scale Transition: Dimensional Analysis vs. Renormalization Group Theory, file e384c42d-dfb0-d4b2-e053-9f05fe0a1d67
|
957
|
|
Numerical modelling of ground-tunnel support interaction using bedded-beam-spring model with fuzzy parameters, file e384c42e-0b86-d4b2-e053-9f05fe0a1d67
|
879
|
|
Cellular-Automata model for dense-snow avalanches, file e384c42d-f846-d4b2-e053-9f05fe0a1d67
|
855
|
|
A new experimental snow avalanche test site at Seehore peak in Aosta Valley (NW Italian Alps) – Part II: Engineering aspects, file e384c42e-25ea-d4b2-e053-9f05fe0a1d67
|
678
|
|
Modeling water penetration at dam-foundation joint, file e384c42e-05f4-d4b2-e053-9f05fe0a1d67
|
586
|
|
Healing of snow surface-to-surface contacts by isothermal sintering, file e384c42e-30c5-d4b2-e053-9f05fe0a1d67
|
575
|
|
The cohesive frictional crack model applied to the analysis of the dam-foundation joint, file e384c42e-0324-d4b2-e053-9f05fe0a1d67
|
567
|
|
Creep and Fracture in Concrete: A Fractional Order Rate Approach, file e384c42d-e8d3-d4b2-e053-9f05fe0a1d67
|
509
|
|
Analysis of Fracture Mechanics Tests on Opalinus Clay, file e384c42e-13e9-d4b2-e053-9f05fe0a1d67
|
476
|
|
Lifetime evaluation of concrete structures under sustained post-peak loading, file e384c42d-dfb6-d4b2-e053-9f05fe0a1d67
|
470
|
|
An apparatus for in-situ direct shear tests on snow, file e384c42e-27b5-d4b2-e053-9f05fe0a1d67
|
450
|
|
Fracture Mechanics Characterization of an AnisotropicGeomaterial, file e384c42e-13e6-d4b2-e053-9f05fe0a1d67
|
413
|
|
Snow Pressure on a Semiflexible Retaining Structure, file e384c42e-3519-d4b2-e053-9f05fe0a1d67
|
389
|
|
Fuzzy modelling of powder snow avalanches, file e384c42d-dfb4-d4b2-e053-9f05fe0a1d67
|
358
|
|
Stiffening effect of bolt-on transducers on strain measurements, file e384c42e-c1bd-d4b2-e053-9f05fe0a1d67
|
350
|
|
"An innovative bio-engineering retaining structure for supporting unstable soil", file e384c42f-641e-d4b2-e053-9f05fe0a1d67
|
326
|
|
Sub-critical cohesive crack propagation with hydro-mechanical coupling and friction, file e384c42e-fdd2-d4b2-e053-9f05fe0a1d67
|
248
|
|
Principi di dimensionamento della palificata loricata "Terrasafe", file e384c42f-1d4a-d4b2-e053-9f05fe0a1d67
|
206
|
|
Sub-critical cohesive crack propagation with hydro-mechanical coupling and friction, file e384c42f-1525-d4b2-e053-9f05fe0a1d67
|
205
|
|
A large time increment method applied to an interface cohesive crack growing in compression-shear conditions, file e384c42f-23f3-d4b2-e053-9f05fe0a1d67
|
80
|
|
"Caratterizzazione fisica-chimico di tailings invecchiati artificialmente", file e384c42e-f16d-d4b2-e053-9f05fe0a1d67
|
72
|
|
Aging Simulation of the Tailings from Stava Fluorite Extraction by Exposure to Gamma Rays, file e384c42f-e330-d4b2-e053-9f05fe0a1d67
|
36
|
|
Snow Avalanche Impact Measurements at the Seehore Test Site in Aosta Valley (NW Italian Alps), file e384c431-6f5f-d4b2-e053-9f05fe0a1d67
|
35
|
|
Impact of debris flows on filter barriers: Analysis based on site monitoring data, file e384c434-0e85-d4b2-e053-9f05fe0a1d67
|
31
|
|
The contribution of continuum-mechanics based numerical model to the design of debris flow barriers, file e384c42e-30a1-d4b2-e053-9f05fe0a1d67
|
29
|
|
A new experimental set-up to study the shear strength of snow-mortar interfaces, file e384c432-f3f2-d4b2-e053-9f05fe0a1d67
|
28
|
|
Pedestrian Bridge Application in a Fundamentals of Structural Analysis Course Inside an Architecture Bachelor Program, file e384c434-204a-d4b2-e053-9f05fe0a1d67
|
23
|
|
"An innovative bio-engineering retaining structure for supporting unstable soil", file e384c433-6717-d4b2-e053-9f05fe0a1d67
|
20
|
|
Work-in-progress: Pedestrian bridge application in a fundamentals of structural analysis course inside an architecture bachelor program, file e384c432-3f9d-d4b2-e053-9f05fe0a1d67
|
19
|
|
Hacking the Higher Education: Experiences from EduHack Course, file e384c432-42c0-d4b2-e053-9f05fe0a1d67
|
17
|
|
Hacking Higher Education: Rethinking the EduHack Course, file e384c432-a16a-d4b2-e053-9f05fe0a1d67
|
16
|
|
PRINCIPI DI CALCOLO DI UN’OPERA DI INGEGNERIA NATURALISTICA PER IL SOSTEGNO DI MOVIMENTI FRANOSI SUPERFICIALI, file e384c433-7449-d4b2-e053-9f05fe0a1d67
|
13
|
|
Failure mechanics of snow layers through image analysis, file e384c430-58e6-d4b2-e053-9f05fe0a1d67
|
12
|
|
Chemical-Physical Characterization of Stava Tailings Subjected to an Innovative Aging Technique, file e384c434-6965-d4b2-e053-9f05fe0a1d67
|
12
|
|
Supplementary material to "Healing of snow surface-to-surface contacts by isothermal sintering", file ab6fc7d1-f7c9-4487-b4f5-de05f7f6ebd3
|
11
|
|
Comportamento di una palificata prefabbricata per il contenimento delle terre: studi sperimentali, file e384c42e-247a-d4b2-e053-9f05fe0a1d67
|
7
|
|
A new experimental snow avalanche test site at Seehore peak in Aosta Valley (NW Italian Alps) – Part II: Engineering aspects, file e384c42e-25ed-d4b2-e053-9f05fe0a1d67
|
6
|
|
Perspectives on Snow Avalanche Dynamics Research, file e384c432-ae5e-d4b2-e053-9f05fe0a1d67
|
6
|
|
Experimental study of the shear strength of a snow-mortar interface, file e384c434-3988-d4b2-e053-9f05fe0a1d67
|
4
|
|
Recent developments in the Italian technical rules for dams and barrages, file e384c434-6e50-d4b2-e053-9f05fe0a1d67
|
4
|
|
Towards a general constitutive model for snow, file a2f4bab6-cc9e-4691-b10f-98549d6e6712
|
3
|
|
Size-effects induced bifurcation phenomena during multiple cohesive crack propagation, file e384c42d-f2f7-d4b2-e053-9f05fe0a1d67
|
3
|
|
Recenti orientamenti normativi in materia di dighe e traverse, file e384c432-935f-d4b2-e053-9f05fe0a1d67
|
3
|
|
Impact of debris flows on filter barriers: Analysis based on site monitoring data, file e384c434-3a2c-d4b2-e053-9f05fe0a1d67
|
3
|
|
On-off(line) university learning: a study on the role of emotions in didactic practices, file 061a13d1-d608-49e1-b398-98c67b34f7ac
|
2
|
|
An apparatus for in-situ direct shear tests on snow, file e384c42e-27b4-d4b2-e053-9f05fe0a1d67
|
2
|
|
Work-in-progress: Pedestrian bridge application in a fundamentals of structural analysis course inside an architecture bachelor program, file e384c432-853a-d4b2-e053-9f05fe0a1d67
|
2
|
|
Failure mechanics of snow layers through image analysis, file e384c433-5dd1-d4b2-e053-9f05fe0a1d67
|
2
|
|
Experimental study of the shear strength of a snow-mortar interface, file e384c434-5ea6-d4b2-e053-9f05fe0a1d67
|
2
|
|
Recent developments in the Italian technical rules for dams and barrages, file e384c434-b201-d4b2-e053-9f05fe0a1d67
|
2
|
|
Teaching experience at the Politecnico di Torino with web 2.0 technologies for the improvement of homework study, file e384c42d-cdb0-d4b2-e053-9f05fe0a1d67
|
1
|
|
Creep and Fracture in Concrete: A Fractional Order Rate Approach, file e384c42d-dfb2-d4b2-e053-9f05fe0a1d67
|
1
|
|
Influence of the Tunnel Shape on Shotcrete Lining Stresses, file e384c42e-0b96-d4b2-e053-9f05fe0a1d67
|
1
|
|
Fracture Mechanics Characterization of an AnisotropicGeomaterial, file e384c42e-13e8-d4b2-e053-9f05fe0a1d67
|
1
|
|
Analysis of Fracture Mechanics Tests on Opalinus Clay, file e384c42e-13eb-d4b2-e053-9f05fe0a1d67
|
1
|
|
Quarry-Induced Slope Instability at a Broadcasting Transmission Plant near Valcava, Lombardia, Italy, file e384c42e-1437-d4b2-e053-9f05fe0a1d67
|
1
|
|
A new experimental snow avalanche test site at Seehore peak in Aosta Valley (NW Italian Alps)—part I: Conception and logistics, file e384c42e-1f98-d4b2-e053-9f05fe0a1d67
|
1
|
|
Analysis of Fracture Mechanics Tests on Opalinus Clay, file e384c42e-a24d-d4b2-e053-9f05fe0a1d67
|
1
|
|
Failure mechanics of snow layers through image analysis, file e384c430-5889-d4b2-e053-9f05fe0a1d67
|
1
|
|
Recenti orientamenti normativi in materia di dighe e traverse, file e384c432-a04d-d4b2-e053-9f05fe0a1d67
|
1
|
|
A large time increment method applied to an interface cohesive crack growing in compression-shear conditions, file e384c433-943f-d4b2-e053-9f05fe0a1d67
|
1
|
| Totale |
11.775 |
Archivio Istituzionale della Ricerca