| Nome |
# |
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A visco-elasto-plastic model for granular materials under simple shear conditions, file e0c31c09-cd6a-4599-e053-1705fe0aef77
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434
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Predictive potential of Perzyna viscoplastic modelling for granular geomaterials, file e0c31c0f-da9c-4599-e053-1705fe0aef77
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399
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Saturated granular flows: constitutive modelling under steady simple shear conditions, file e0c31c0e-41c3-4599-e053-1705fe0aef77
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357
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Extension of plasticity theory to debonding, grain dissolution, and chemical damage of calcarenites, file e0c31c09-cd65-4599-e053-1705fe0aef77
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327
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ROCKFALL IMPACTS ON SHELTERING TUNNELS: REAL SCALE EXPERIMENTS, file e0c31c07-f700-4599-e053-1705fe0aef77
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324
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A stability criterion for elasto-viscoplastic constitutive relationships, file e0c31c09-cd68-4599-e053-1705fe0aef77
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268
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PROGETTAZIONE DI PARATIE FILTRANTI A SOSTEGNO DI PENDII INSTABILI, file e0c31c0b-1c2b-4599-e053-1705fe0aef77
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211
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From solid to granular gases: the steady state for granular materials, file e0c31c0e-4027-4599-e053-1705fe0aef77
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183
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Solid-fluid Transition in Granular Flows: MPM Simulations with a New Constitutive Approach, file e0c31c0b-7a50-4599-e053-1705fe0aef77
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167
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Fluid-solid transition in unsteady shearing flows, file e0c31c0b-25af-4599-e053-1705fe0aef77
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123
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A simplified approach to estimate settlements of earth embankments on piled foundations: the role of pile shaft roughness, file c6a40b25-a56f-4050-9c5f-f8585760bc92
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84
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Numerical and theoretical analyses of settlements of strip shallow foundations on normally consolidated clays under partially drained conditions, file e0c31c12-20be-4599-e053-1705fe0aef77
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82
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Dry Granular Flows Impacts on Rigid Obstacles: DEM Evaluation of a Design Formula for the Impact Force, file e0c31c0a-6cfd-4599-e053-1705fe0aef77
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80
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3D numerical analyses for the quantitative risk assessment of subsidence and water flood due to the partial collapse of an abandoned gypsum mine., file e0c31c0e-1156-4599-e053-1705fe0aef77
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79
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Impact of dry granular masses on rigid barriers, file e0c31c08-b2ed-4599-e053-1705fe0aef77
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78
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Geosynthetic-reinforced and pile-supported embankments: theoretical discussion of finite difference numerical analyses results, file 0bca53d5-9828-49d9-aa79-0cd30c0a8a2a
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71
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Dry granular flows: micromechanical interpretation of impacts on rigid obstacles., file e0c31c0b-2287-4599-e053-1705fe0aef77
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65
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INFLUENZA DELLA STORIA DI CARICO ORIZZONTALE SULLA RESISTENZA A SFILAMENTO DI PALI IN SABBIA, file e0c31c0c-df19-4599-e053-1705fe0aef77
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56
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A distinct element method numerical investigation of compaction processes in highly porous cemented granular materials, file e0c31c0d-df75-4599-e053-1705fe0aef77
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40
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Mechanical interpretation of dry granular masses impacting on rigid obstacles, file e0c31c11-de70-4599-e053-1705fe0aef77
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39
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Dry granular masses impacting on rigid obstacles: numerical analysis and theoretical modelling, file e0c31c11-f70b-4599-e053-1705fe0aef77
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27
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Deep tunnel faces in cohesive soils under undrained conditions: application of a new design approach, file a46468a3-c686-41b4-81dd-c32183e3c6da
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20
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Mechanical interpretation of dry granular masses impacting on rigid obstacles, file e0c31c0d-ada7-4599-e053-1705fe0aef77
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9
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DEM assessment of impact forces of dry granular masses on rigid barriers, file e0c31c0a-43f3-4599-e053-1705fe0aef77
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7
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Debris flow impact forces on rigid barriers: existing practice versus DEM numerical results, file e0c31c0b-7f39-4599-e053-1705fe0aef77
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5
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Fluid–solid transition in unsteady, homogeneous, granular shear flows, file e0c31c0c-0627-4599-e053-1705fe0aef77
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5
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Computational methods, file b8b5c771-7dc0-4b1f-a196-56cd3803a767
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4
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THE TIBURIO OF THE CATHEDRAL OF MILAN: STRUCTURAL ANALYSIS OF THE CONSTRUCTION & 20TH CENTURY FOUNDATION SETTLEMENTS, file e0c31c08-2872-4599-e053-1705fe0aef77
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4
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Role of numerical modelling choices on the structural response of onshore wind turbine shallow foundations, file e0c31c12-a351-4599-e053-1705fe0aef77
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4
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Soil-pipeline interaction along active fault systems, file e0c31c07-c4ea-4599-e053-1705fe0aef77
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3
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Multi-level design approaches for slope-stabilizing piles, file e0c31c09-ae8a-4599-e053-1705fe0aef77
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3
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An improved displacement-based approach for seismic analysis of pile-stabilized slopes taking into account soil-structure interaction, file e0c31c0f-8ac6-4599-e053-1705fe0aef77
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3
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Risk management in tunnelling, file 47ab6947-4e49-403d-b928-b7539500db08
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2
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Assessment of excavation-related hazards and design of mitigation measures, file 485161cb-293c-430e-8051-ef8e5297a034
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2
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Constitutive relations for steady, dense granular flows, file e0c31c07-e3c0-4599-e053-1705fe0aef77
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2
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1D DYNAMIC NON-LINEAR NUMERICAL ANALYSIS OF EARTH SLOPES: THE ROLE OF SOIL DUCTILITY AND TIME-SENSITIVENESS, file e0c31c07-e7d1-4599-e053-1705fe0aef77
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2
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A simplified numerical approach for studying the pile-landslide interaction in hard soils, file e0c31c07-ef57-4599-e053-1705fe0aef77
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2
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Un semplice approccio teorico per la modellazione del comportamento meccanico di terreni granulari parzialmente saturi, file e0c31c07-f73e-4599-e053-1705fe0aef77
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2
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DEFINIZIONE DEL DOMINIO DI INTERAZIONE DI MURI DI PLACCAGGIO MEDIANTE ANALISI NUMERICHE, file e0c31c08-1a77-4599-e053-1705fe0aef77
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2
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A distinct element method numerical investigation of compaction processes in highly porous cemented granular materials, file e0c31c08-2554-4599-e053-1705fe0aef77
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2
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Evaluation of rapid landslide impact forces against sheltering structures, file e0c31c0b-a2ee-4599-e053-1705fe0aef77
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2
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A Simplified Approach for the Estimation of Settlements of Earth Embankments on Piled Foundations, file e0c31c0d-da3e-4599-e053-1705fe0aef77
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2
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Temporal Evolution of the Force Exerted by Dry Granular Masses Impacting on Rigid Sheltering Structures, file e0c31c0d-e4cf-4599-e053-1705fe0aef77
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2
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Simulazione numerica del processo di consolidazione durante lo scavo di gallerie profonde in materiali coesivi e influenza del tempo di scavo sulla curva caratteristica del fronte, file e0c31c10-561c-4599-e053-1705fe0aef77
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2
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Three-Dimensional Constitutive Model for Dry Granular Materials Under Different Flow Regimes, file e0c31c12-47ee-4599-e053-1705fe0aef77
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2
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Displacement-based design procedure for slope-stabilizing piles, file e0c31c08-113f-4599-e053-1705fe0aef77
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1
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Numerical stability of non-local viscoplastic FEM analyses for the study of localisation processes, file e0c31c08-141a-4599-e053-1705fe0aef77
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1
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Una procedura semplificata per il calcolo dei cedimenti in rilevati ferroviari, file e0c31c08-27ed-4599-e053-1705fe0aef77
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1
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Chasing a complete understanding of the triggering mechanisms of a large rapidly evolving rockslide, file e0c31c08-284c-4599-e053-1705fe0aef77
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1
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Non-linear dynamic soil-structure interaction in the displacement based design, file e0c31c08-485f-4599-e053-1705fe0aef77
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1
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Experimental and numerical study of rock-fall impacts on granular soils, file e0c31c0a-6fa6-4599-e053-1705fe0aef77
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1
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UN APPROCCIO SEMPLIFICATO PER LA VALUTAZIONE DELLE STRATEGIE DI MANUTENZIONE DI INFRASTRUTTURE FERROVIARIE, file e0c31c0b-2289-4599-e053-1705fe0aef77
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1
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Experimental investigation of the time-dependent response of unreinforced and reinforced tunnel faces in cohesive soils, file e0c31c0b-a2f3-4599-e053-1705fe0aef77
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1
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Punching Tests on Deformable Facing Structures: Numerical Analyses and Mechanical Interpretation, file e0c31c0d-f361-4599-e053-1705fe0aef77
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1
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Mathematical modelling of the mechanical response of earth embankments on piled foundations, file e0c31c0f-4c73-4599-e053-1705fe0aef77
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1
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A displacement based approach for reinforced tunnel faces under undrained conditions, file e0c31c10-19ef-4599-e053-1705fe0aef77
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1
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Numerical Analysis of the Mechanical Response of Anchored Wire Meshes, file e0c31c10-c4ad-4599-e053-1705fe0aef77
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1
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Progressive failure in elastic-viscoplastic media: from theory to practice, file e0c31c10-cb61-4599-e053-1705fe0aef77
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1
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Numerical investigation on the influence of the excavation rate on the mechanical response of deep tunnel fronts in cohesive soils, file e0c31c10-dfdd-4599-e053-1705fe0aef77
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1
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DEM numerical tests on dry granular specimens: the role of strain rate under evolving/unsteady conditions, file e0c31c12-7c3e-4599-e053-1705fe0aef77
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1
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The MoRe Guidelines for Monitoring of Transport Infrastructures, file e0c31c12-8ec5-4599-e053-1705fe0aef77
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1
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Wind Tower FRC Foundations: Research and Design, file e0c31c12-a353-4599-e053-1705fe0aef77
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1
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| Totale |
3.604 |