| Nome |
# |
|
Numerical modelling of ground-tunnel support interaction using bedded-beam-spring model with fuzzy parameters, file e384c42e-0b86-d4b2-e053-9f05fe0a1d67
|
879
|
|
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
|
|
Healing of snow surface-to-surface contacts by isothermal sintering, file e384c42e-30c5-d4b2-e053-9f05fe0a1d67
|
575
|
|
An apparatus for in-situ direct shear tests on snow, file e384c42e-27b5-d4b2-e053-9f05fe0a1d67
|
450
|
|
Snow Pressure on a Semiflexible Retaining Structure, file e384c42e-3519-d4b2-e053-9f05fe0a1d67
|
389
|
|
A reliability-based method for taking into account snowfall return period in the design of buildings in avalanche-prone areas, file e384c42e-90d9-d4b2-e053-9f05fe0a1d67
|
376
|
|
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
|
|
Estimation of the return period of rockfall blocks according to their size, file e384c42f-8d7b-d4b2-e053-9f05fe0a1d67
|
316
|
|
Principi di dimensionamento della palificata loricata "Terrasafe", file e384c42f-1d4a-d4b2-e053-9f05fe0a1d67
|
206
|
|
Valutazione delle correlazioni tra parametri macchina di TBM-EPB e cedimenti indotti in superficie mediante l'uso di modelli a rete neurale, file e384c42f-dad4-d4b2-e053-9f05fe0a1d67
|
191
|
|
Calibrating saturated conductivity and soil cohesion in rainfall-triggered landslides in the Langhe area (1994), file e384c434-67a7-d4b2-e053-9f05fe0a1d67
|
174
|
|
Studio numerico dell'influenza dell'ammaloramento delle barriere paramassi, file e384c42f-18f6-d4b2-e053-9f05fe0a1d67
|
140
|
|
Sviluppo di un software per l'interpretazione dei dati ottenuti con cella CSIRO, file e384c42f-41a2-d4b2-e053-9f05fe0a1d67
|
123
|
|
Estimation of fallen block volume-frequency law for risk analysis: an example, file e384c42f-8e89-d4b2-e053-9f05fe0a1d67
|
110
|
|
Evaluating Rockfall Risk: Some Critical Aspects, file e384c431-b7a9-d4b2-e053-9f05fe0a1d67
|
105
|
|
"Caratterizzazione fisica-chimico di tailings invecchiati artificialmente", file e384c42e-f16d-d4b2-e053-9f05fe0a1d67
|
72
|
|
The failure of the Stava Valley tailings dams (Northern Italy): numerical analysis of the flow dynamics and rheological properties, file e384c42f-67c8-d4b2-e053-9f05fe0a1d67
|
54
|
|
Analisi del collasso della Feijão Dam I, file e384c432-e4e7-d4b2-e053-9f05fe0a1d67
|
47
|
|
Parameters calibration in rainfall induced landslides in the Langhe area (1994), file e384c434-48ec-d4b2-e053-9f05fe0a1d67
|
37
|
|
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
|
|
A new experimental set-up to study the shear strength of snow-mortar interfaces, file e384c432-f3f2-d4b2-e053-9f05fe0a1d67
|
35
|
|
Analyzing slope stability in bimrocks by means of a stochastic approach, file e384c433-3197-d4b2-e053-9f05fe0a1d67
|
35
|
|
A method to define the priority for maintenance and repair works of Italian motorway tunnels, file e384c433-a52c-d4b2-e053-9f05fe0a1d67
|
33
|
|
Impact of debris flows on filter barriers: Analysis based on site monitoring data, file e384c434-0e85-d4b2-e053-9f05fe0a1d67
|
31
|
|
A Statistically Based Methodology to Estimate the Probability of Encountering Rock Blocks When Tunneling in Heterogeneous Ground, file e384c434-5f01-d4b2-e053-9f05fe0a1d67
|
30
|
|
The contribution of continuum-mechanics based numerical model to the design of debris flow barriers, file e384c42e-30a1-d4b2-e053-9f05fe0a1d67
|
29
|
|
Slope stability in heterogeneous rock masses with a block-in-matrix fabric, file e384c432-eb85-d4b2-e053-9f05fe0a1d67
|
22
|
|
"An innovative bio-engineering retaining structure for supporting unstable soil", file e384c433-6717-d4b2-e053-9f05fe0a1d67
|
20
|
|
Quick multiparametric hazard analysis for shallow landslides, file e384c432-d739-d4b2-e053-9f05fe0a1d67
|
18
|
|
Geomechanical characterization of an Italian complex formation with a block-in-matrix fabric, file e384c433-d703-d4b2-e053-9f05fe0a1d67
|
18
|
|
A simple procedure to calibrate soil parameters for slope stability modelling: the Langhe (1994) case study, file 3ca90f10-a180-4e9c-a291-80efadfd3d54
|
17
|
|
Supplementary material to "Healing of snow surface-to-surface contacts by isothermal sintering", file ab6fc7d1-f7c9-4487-b4f5-de05f7f6ebd3
|
15
|
|
PRINCIPI DI CALCOLO DI UN’OPERA DI INGEGNERIA NATURALISTICA PER IL SOSTEGNO DI MOVIMENTI FRANOSI SUPERFICIALI, file e384c433-7449-d4b2-e053-9f05fe0a1d67
|
13
|
|
Effects of block shape and inclination on the stability of melange bimrocks, file e384c434-3d4b-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
|
|
Construction methods, file e384c434-a98e-d4b2-e053-9f05fe0a1d67
|
12
|
|
A Quick QGIS-Based Procedure to Preliminarily Define Time-Independent Rockfall Risk: The Case Study of Sorba Valley, Italy, file 5c3eb90e-f622-4266-9eb1-f44b3249639c
|
10
|
|
Preliminary Characterisation of an Italian Soft Rock with a Block-in-Matrix Fabric, file e384c434-b93a-d4b2-e053-9f05fe0a1d67
|
10
|
|
Investigation of Virtual Bimrocks to Estimate 3D Volumetric Block Proportions from 1D Boring Measurements, file 788731f3-b768-4c03-9f8d-964c790c4c0c
|
8
|
|
Identifying uncertainty in estimates of bimrocks volumetric proportions from 2D measurements, file e384c432-7f54-d4b2-e053-9f05fe0a1d67
|
8
|
|
Tunneling in heterogeneous rock masses with a block-in-matrix fabric, file e384c432-e94a-d4b2-e053-9f05fe0a1d67
|
8
|
|
Comportamento di una palificata prefabbricata per il contenimento delle terre: studi sperimentali, file e384c42e-247a-d4b2-e053-9f05fe0a1d67
|
7
|
|
Calcolo del tempo di ritorno dei crolli in roccia in funzione della volumetria, file e384c42e-e6e3-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
|
|
The relict landslide in bimsoils in downtown Genova, Italy: a new modeling approach, file 907bfd36-081d-4c77-a0bd-7fb4998e9359
|
5
|
|
Input data: geotechnics, file c804b114-6f57-44e1-abb9-8b3270e45e7a
|
5
|
|
Contributo al dimensionamento delle reti in aderenza per la protezione da distacchi rocciosi, file e384c42e-31c5-d4b2-e053-9f05fe0a1d67
|
5
|
|
A method to quantitatively assess the vulnerability of masonry structures subjected to rockfalls, file e384c432-0652-d4b2-e053-9f05fe0a1d67
|
5
|
|
Identifying uncertainty in estimates of bimrocks volumetric proportions from 2D measurements, file e384c432-b1c4-d4b2-e053-9f05fe0a1d67
|
5
|
|
Calibrating saturated conductivity and soil cohesion in rainfall-triggered landslides in the Langhe area (1994), file e384c434-7bb7-d4b2-e053-9f05fe0a1d67
|
5
|
|
Practical classification of geotechnically complex formations with block-in-matrix fabrics, file e384c434-a56e-d4b2-e053-9f05fe0a1d67
|
5
|
|
null, file 7aa954fb-6b4d-448a-9f86-a9f67f933c25
|
4
|
|
Numerical Simulations of Compressive Tests on Bimrock, file e384c42e-22c9-d4b2-e053-9f05fe0a1d67
|
4
|
|
Tunneling in heterogeneous rock masses with a block-in-matrix fabric, file e384c432-bf1d-d4b2-e053-9f05fe0a1d67
|
4
|
|
Experimental study of the shear strength of a snow-mortar interface, file e384c434-3988-d4b2-e053-9f05fe0a1d67
|
4
|
|
Challenges in the characterisation of block-in-matrix geomaterials, file 07db43ed-643b-4a54-94cd-7c06c2e1e7db
|
3
|
|
Challenges in the characterisation of block-in-matrix geomaterials, file 37bb19b5-e63e-496b-be20-b5ba25b7bf8e
|
3
|
|
Towards a general constitutive model for snow, file a2f4bab6-cc9e-4691-b10f-98549d6e6712
|
3
|
|
Application of the point counting technique for estimating the VBP of geotechnically complex formations (bimrocks/bimsoils), file d1323ae6-5e1e-42e7-967d-f51802d9e11c
|
3
|
|
A method to quantitatively assess the vulnerability of masonry structures subjected to rockfalls, file e384c432-180c-d4b2-e053-9f05fe0a1d67
|
3
|
|
Impact of debris flows on filter barriers: Analysis based on site monitoring data, file e384c434-3a2c-d4b2-e053-9f05fe0a1d67
|
3
|
|
Dynamic shear strength of rock joints subjected to impulse loading, file e384c42d-e8c0-d4b2-e053-9f05fe0a1d67
|
2
|
|
Procedura sperimentale per la valutazione dell'effetto del condizionamento del terreno sull'abrasione degli utensili nello scavo con EPB, file e384c42e-1fd9-d4b2-e053-9f05fe0a1d67
|
2
|
|
An apparatus for in-situ direct shear tests on snow, file e384c42e-27b4-d4b2-e053-9f05fe0a1d67
|
2
|
|
Uso di un approccio stocastico per l'analisi di stabilità di versanti in bimrock, file e384c42f-8f1b-d4b2-e053-9f05fe0a1d67
|
2
|
|
A quantitative approach for the evaluation of rockfall risk on buildings, file e384c42f-9258-d4b2-e053-9f05fe0a1d67
|
2
|
|
Failure mechanics of snow layers through image analysis, file e384c433-5dd1-d4b2-e053-9f05fe0a1d67
|
2
|
|
A reliability-based method for taking into account snowfall return period in the design of buildings in avalanche-prone areas, file e384c433-5ddd-d4b2-e053-9f05fe0a1d67
|
2
|
|
Experimental study of the shear strength of a snow-mortar interface, file e384c434-5ea6-d4b2-e053-9f05fe0a1d67
|
2
|
|
Tunneling in heterogeneous ground: an update of the PBE code accounting for the uncertainty in estimates of block quantities from site investigations, file f98ef195-c4dc-4c00-9a41-b0b86dc96def
|
2
|
|
An approach to assess the detachment propensity of rockfall source areas: the Susceptibility Index to Failure (SIF), file 2361fa80-76a2-4123-a2c8-3af44c0ae9db
|
1
|
|
null, file 891e8380-dd6c-409e-9b4e-95862abdbce7
|
1
|
|
The Susceptibility Index to Failure (SIF) and the Source Affecting Index to characterize rockfall release areas, file b228dabb-23c1-41ad-97b9-cfcced327a7b
|
1
|
|
Application of a new brittleness index to estimate the proneness to brittle failure of rock around a deep tunnel, file bba14395-2f92-4a37-8bad-d5fd3c199f0d
|
1
|
|
null, file c0561611-b18c-4c7e-b63b-d2c11d11e7d7
|
1
|
|
Stability Analysis of a Rock Column in Seismic Conditions, file e384c42e-0386-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
|
|
Experimental tests for the assessment of the shear strength
of marble waste dumps, file e384c42e-337b-d4b2-e053-9f05fe0a1d67
|
1
|
|
Numerical analysis of settlements due to conventional tunnelling, file e384c42e-3898-d4b2-e053-9f05fe0a1d67
|
1
|
|
Failure mechanics of snow layers through image analysis, file e384c430-5889-d4b2-e053-9f05fe0a1d67
|
1
|
|
A stochastic approach to slope stability analysis in bimrocks, file e384c433-50a3-d4b2-e053-9f05fe0a1d67
|
1
|
|
Practical classification of geotechnically complex formations with block-in-matrix fabrics, file e384c434-9834-d4b2-e053-9f05fe0a1d67
|
1
|
| Totale |
6.198 |
Archivio Istituzionale della Ricerca