Nome |
# |
Guidelines for the study of subsidence triggered by hydrocarbon production, file e384c431-340a-d4b2-e053-9f05fe0a1d67
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92
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Modeling of debris flow depositional patterns according to the catchment and sediment source area characteristics, file e384c431-3408-d4b2-e053-9f05fe0a1d67
|
80
|
How underground systems can contribute to meet the challenges of energy transition, file e384c434-b185-d4b2-e053-9f05fe0a1d67
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65
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An Integrated Study to Evaluate Debris Flow Hazard in Alpine Environment, file e384c430-373b-d4b2-e053-9f05fe0a1d67
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32
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Indagini sperimentali per l’ottimizzazione di scavi a cielo aperto in prossimità di un'area sensibile e densamente popolata, file e384c432-9126-d4b2-e053-9f05fe0a1d67
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32
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Mechanical and Fluid-Dynamic Behaviour of Debris and Hyper-Concentrated Flows: Overview and Challenges, file e384c434-1a47-d4b2-e053-9f05fe0a1d67
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31
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Precision Rock Excavation: Beyond Controlled Blasting and Line Drilling, file e384c433-f5ac-d4b2-e053-9f05fe0a1d67
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23
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Prediction of mud pressures for the stability of wellbores drilled in transversely isotropic rocks, file e384c430-49a8-d4b2-e053-9f05fe0a1d67
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20
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Comparison of Debris flow Depositional Scenarios using different DTMs., file e384c431-322b-d4b2-e053-9f05fe0a1d67
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18
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Failure in the Tension Zone around a Circular Tunnel Excavated in Saturated Porous Rock, file e384c433-ce44-d4b2-e053-9f05fe0a1d67
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18
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Towards a codified design procedure for rockfall reinforced earth embankments, file e384c434-b4fb-d4b2-e053-9f05fe0a1d67
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12
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Combined Effect of Pore Water Overpressure, Far-Field Stresses, and Strength Parameters in Wellbore Stability, file e384c434-6c4d-d4b2-e053-9f05fe0a1d67
|
9
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Analysis of the Stability of Openings Excavated in Anisotropic Rocks, file e384c433-3f78-d4b2-e053-9f05fe0a1d67
|
8
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Analysis of the Stability of Openings Excavated in Anisotropic Rocks, file e384c433-aa51-d4b2-e053-9f05fe0a1d67
|
7
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Physical and Numerical models to rehabilitate a waste disposal site, file e384c434-42e7-d4b2-e053-9f05fe0a1d67
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6
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Sensitivity Analysis of Wellbore Mud Pressure towards Anisotropic Shale Properties, Pore Fluid Pressure and Far Field Stresses, file 6cfb5a8b-308d-4d6a-95f8-92442377c774
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5
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AN INTEGRATED APPROACH TO SIMULATE CHANNELIZED DEBRIS FLOWS FROM TRIGGERING TO DEPOSITION, file e384c434-d055-d4b2-e053-9f05fe0a1d67
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5
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Comparison of Debris flow Depositional Scenarios using different DTMs., file e384c431-4736-d4b2-e053-9f05fe0a1d67
|
4
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The evolutive mechanism of debris flows: analysis and protection works, file e384c434-11b4-d4b2-e053-9f05fe0a1d67
|
4
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Rock mechanics studies to improve intact rock block exploitation and slope stability conditions in a quarry basin, file e384c434-3daa-d4b2-e053-9f05fe0a1d67
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4
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FLOWSLIDES IN FINITE SLOPES, file e384c434-41cd-d4b2-e053-9f05fe0a1d67
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4
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A time-independent reliability based design approach for debris flow flexible barriers, file 4ebd8ae4-ba75-40d9-af2a-45ea7a2be2ce
|
3
|
Debris flow analysis: from lithological classification of the basin to deposition, file e384c42e-2203-d4b2-e053-9f05fe0a1d67
|
3
|
ADDRESSING THE REAL TIME PROBLEM IN GEOTECHNICAL COMPUTATIONS, file e384c434-0da5-d4b2-e053-9f05fe0a1d67
|
3
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SLOPE GEOMETRY AS A TRIGGERING FACTOR OF FLOWSLIDES, file e384c434-120a-d4b2-e053-9f05fe0a1d67
|
3
|
Shear strength evaluation of reinforced rock discontinuities, file e384c434-13eb-d4b2-e053-9f05fe0a1d67
|
3
|
MONITORING OF UNDERGROUND EXCAVATIONS: MEASUREMENT SYSTEM DESIGN BY NUMERICAL MODELLING, file e384c434-4173-d4b2-e053-9f05fe0a1d67
|
3
|
The Role of Slope Geometry on Flowslide Occurrence, file e384c42d-f66a-d4b2-e053-9f05fe0a1d67
|
2
|
Wellbore Stability Analysis in Anisotropic Shale Formations, file e384c432-2b8c-d4b2-e053-9f05fe0a1d67
|
2
|
ROCK MECHANICS STUDIES TO ANALYSE TOPPLING FAILURE, file e384c433-db7c-d4b2-e053-9f05fe0a1d67
|
2
|
ANALYSIS OF RAINFALL INDUCED DEBRIS FLOWS, file e384c434-120c-d4b2-e053-9f05fe0a1d67
|
2
|
IL MONITORAGGIO DI CAMERE DI COLTIVAZIONE IN SOTTERRANEO: MODELLAZIONE NUMERICA E SCELTA DEGLI STRUMENTI DI MISURA, file e384c434-120e-d4b2-e053-9f05fe0a1d67
|
2
|
NUMERICAL METHODS USED AS A TOOL FOR CALIBRATING ROCK MASS PARAMETERS DERIVED WITH CLASSIFICATION SCHEMES, file e384c434-13ec-d4b2-e053-9f05fe0a1d67
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2
|
MODELLAZIONE NUMERICA DI AMMASSI ROCCIOSI FRATTURATI PER LA COLTIVAZIONE SOTTERRANEA DI PIETRE ORNAMENTALI, file e384c434-268d-d4b2-e053-9f05fe0a1d67
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2
|
Studi sperimentali sulle colate di detrito, file e384c434-3a04-d4b2-e053-9f05fe0a1d67
|
2
|
MECCANISMI DI INNESCO E DI PROPAGAZIONE DI COLAMENTI DI DETRITO: MODELLI FISICI E NUMERICI, file e384c434-404e-d4b2-e053-9f05fe0a1d67
|
2
|
DETERMINISTIC AND PROBABILISTIC NUMERICAL MODELLING OF FRACTURED ROCK MASSES OF UNDERGROUND EXPLOITATIONS, file e384c434-439c-d4b2-e053-9f05fe0a1d67
|
2
|
MODELLAZIONE NUMERICA DELLE COLATE DETRITICHE CON IL METODO DEGLI AUTOMI CELLULARI, file e384c434-52de-d4b2-e053-9f05fe0a1d67
|
2
|
ANALISI DI STABILITÀ DEI LITORALI LAGUNARI IN CONDIZIONI DINAMICHE, file e384c434-568d-d4b2-e053-9f05fe0a1d67
|
2
|
Combined Effect of Pore Water Overpressure, Far-Field Stresses, and Strength Parameters in Wellbore Stability, file e384c434-7d2c-d4b2-e053-9f05fe0a1d67
|
2
|
STUDI GEOTECNICI PER L’ANALISI DEI MOVIMENTI DI FRANE COMPLESSE, file e384c434-db59-d4b2-e053-9f05fe0a1d67
|
2
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ANALISI DEI FENOMENI DI COLATA, file e384c434-0242-d4b2-e053-9f05fe0a1d67
|
1
|
Studies aimed to the consolidation of the cliff where the middleage Corniglio town in built, file e384c434-120f-d4b2-e053-9f05fe0a1d67
|
1
|
ANALYSIS OF DEBRIS FLOWS TRIGGERED BY RAINFALLS IN NORTHERN ITALY, file e384c434-3a05-d4b2-e053-9f05fe0a1d67
|
1
|
Incapsulamento, file e384c434-41cc-d4b2-e053-9f05fe0a1d67
|
1
|
Modellazione dei debris flow, file e384c434-4225-d4b2-e053-9f05fe0a1d67
|
1
|
Aspetti Progettuali generali del problema della caduta massi,, file e384c434-439d-d4b2-e053-9f05fe0a1d67
|
1
|
Analisi del meccanismo evolutivo della frana complessa di Cervarezza, file e384c434-568b-d4b2-e053-9f05fe0a1d67
|
1
|
ANALISI DI STABILITÀ DEI LITORALI LAGUNARI IN CONDIZIONI DINAMICHE, file e384c434-56fa-d4b2-e053-9f05fe0a1d67
|
1
|
Modellazione numerica delle colate di detrito, file e384c434-5b59-d4b2-e053-9f05fe0a1d67
|
1
|
Modelli previsionali di meccanismi evolutivi di frane da colamento, file e384c434-c348-d4b2-e053-9f05fe0a1d67
|
1
|
Totale |
535 |