TALK KEYWORD INDEX
This page contains an index consisting of author-provided keywords.
| 3 | |
| 3D finite element models | |
| A | |
| Abrasion | |
| Aggregate | |
| alkali | |
| Alkali-aggregate reaction | |
| Alkali-aggregate reactions | |
| ambient vibration testing | |
| Analysis | |
| Anisotropy | |
| Anomalies detection | |
| Arch Dam | |
| Arch dams | |
| ARIMA models | |
| Artificial Neural Networks | |
| Assessment | |
| Automation | |
| B | |
| b4cast software | |
| Baixo Sabor dam | |
| Bearing capacity | |
| Behaviour | |
| Belo Monte Hydropowerplant | |
| Bouçoais-Sonim dam | |
| Breach | |
| Breach Modeling | |
| Bulkhead | |
| Buttress | |
| C | |
| CAA | |
| Caculo Cabaça | |
| Cahora-Bassa dam | |
| Calculation Methods Analysis | |
| Cambambe Dam | |
| Carão dam | |
| CAVITATION | |
| CFD Numerical modeling | |
| CFRD | |
| Challenges | |
| Chemical | |
| classification | |
| Classification of Dams | |
| Communication | |
| Composite Dams | |
| Computational Tools | |
| Concrete | |
| Concrete Dam | |
| Concrete Dams | |
| Concrete Face Rockfill Dams | |
| Concrete gravity dam | |
| Concrete Performance | |
| Concrete-to-rock interface | |
| Constriction size distribution | |
| Control Charts | |
| Cover | |
| Cracking | |
| Credible Ellipses | |
| Crosshole seismic tomography | |
| Crystallizing | |
| D | |
| Dam | |
| Dam break | |
| Dam Construction | |
| Dam Design | |
| Dam Failure | |
| Dam heightening | |
| dam maintenance | |
| Dam Management Systems | |
| Dam monitoring | |
| Dam Safety | |
| Dam Surveillance | |
| Dam-break | |
| Damage | |
| damage model | |
| Dams | |
| Dams Safety | |
| Data Mining techniques | |
| Decomissioning | |
| Decommissioning of Dams | |
| Delayed Ettringite Formation | |
| Design of Dams | |
| Deterioration | |
| DIC | |
| Digital Elevation Model | |
| Digital Surface Model | |
| Distorted physical model | |
| Diversion Tunnels | |
| downstream areas and dam crests | |
| Downstream Valley Impacts | |
| Drain | |
| Dredging | |
| Drini River Cascade | |
| Durability | |
| Durability of Concrete | |
| Dynamic | |
| E | |
| Earthfill | |
| Effects separation models | |
| Embankment | |
| Embankment Dams | |
| Emergency | |
| Emergency Action Plans | |
| Energy | |
| environmental degradation | |
| environmental impacts | |
| epistemic uncertainty | |
| Erosion Control | |
| Evaluation Methods Analysis | |
| Expansion | |
| Expansive reactions | |
| F | |
| Factor Analyses | |
| Factor Analysis | |
| Factorial Analysis | |
| failure | |
| Failure Modes | |
| Fault Zones | |
| Faults | |
| Federal Regulation | |
| Feeding Data to Numerical Models | |
| FEM | |
| Filter | |
| Filtering | |
| Finite Element Analysis | |
| Finite element method | |
| First filling of the reservoir | |
| First period of operation | |
| Flood | |
| Flood Area | |
| Flood hydrograph | |
| Flood Inundation Map | |
| flood map | |
| Flood propagation | |
| Flooded Area | |
| Flooding | |
| Flow Frequency Analysis | |
| Fly Ash | |
| FMECA | |
| Foundation | |
| Fracture | |
| Functional Analysis | |
| Fuzzy Expert System | |
| G | |
| Geocomposites | |
| Geomembranes | |
| Geotechnical | |
| GIS | |
| GNSS | |
| Gravity Dams | |
| Groundwater Geophysics | |
| Grouting | |
| Guidelines | |
| H | |
| Hazard | |
| hazard potential | |
| Hazardous site conditions | |
| Heat of Hydration | |
| Hierarchical Analysis | |
| human supplies | |
| Hydraulic models | |
| HYDRODYNAMIC PRESSURES | |
| Hydrodynamic Risk | |
| Hydrodynamic Simulation | |
| Hydrogeophysics Technology | |
| Hydrology | |
| Hydropower | |
| Hydropowerplant | |
| I | |
| Infrared thermography | |
| innovative material | |
| Instrumentation | |
| insurance policies | |
| Intake | |
| Interface | |
| Internal erosion | |
| Internal sulfate attack | |
| Internal swelling reactions | |
| Interpolation of Physical Quantities | |
| Inverse Velocity Method | |
| ITAIPU | |
| Itaipu Dam | |
| J | |
| Joints | |
| L | |
| Lahar Formation | |
| Leaching | |
| Leaching in Dams | |
| lime treatment | |
| Logs | |
| M | |
| Management Program | |
| Manning | |
| Mapping of Flooded Areas | |
| Masonry dam | |
| Mass Concrete | |
| MATLAB 3D FE program | |
| mechanical properties | |
| MEF | |
| Modal Identification | |
| modal identification methods | |
| modal parameters | |
| Modelling | |
| modulus | |
| Monitoring | |
| Monitoring and Inspection of Geotechnical Structures | |
| Monitoring Dams | |
| Monitoring of Structures | |
| Monitoring Systems | |
| N | |
| non linearity | |
| non-linear analysis | |
| O | |
| Observed Behaviour of Dams | |
| oller Compacted Concrete (RCC) | |
| Operation | |
| Operational modal analysis | |
| Operational Modes | |
| optimal design | |
| Overflow | |
| Overtopping Protection | |
| P | |
| Performance | |
| Permeability | |
| Petrography | |
| Physical modeling | |
| Piezometer | |
| Piezometric Head | |
| Piezometric Levels | |
| Planning and Construction | |
| Plunge pool | |
| Post-Tension | |
| Powerhouse | |
| Pressure measurement | |
| Pressuremeter tests | |
| Probabilistic Analysis | |
| Process of Control | |
| Project | |
| Property | |
| protection vegetation | |
| Prototype measurement | |
| PVC | |
| R | |
| RAA | |
| RCC | |
| RCC Dam | |
| RCC Mix | |
| Reference levels | |
| Regular Inspections | |
| Regulation | |
| Rehabilitation | |
| Reliability Analysis | |
| Reservoir | |
| Reservoir first filling | |
| Reservoir water level | |
| Residual Mechanical Strength | |
| resistant dikes | |
| Risk Analysis | |
| Risk Analysis techniques | |
| Risk Assessment | |
| Risk Management | |
| Risk Maps | |
| Risk Reduction | |
| River Diversion | |
| Robotic Underwater Inspection | |
| robust optimization | |
| Rock mass foundation | |
| Rock-Filled Concrete | |
| Rockfill | |
| Rocks | |
| Rolled Concrete | |
| Roller Compacted Concrete | |
| Roughness | |
| S | |
| Safety | |
| Safety Assessment | |
| Safety control | |
| Safety Evaluation | |
| Safety of Dam | |
| Saint Anastácio dam | |
| Scour | |
| sedimentation in reservoirs | |
| Seepage Analysis | |
| Seepage Identification | |
| Seismic response | |
| Sensors and instrumentation | |
| settlements | |
| Simplicio Hydroelectric Plant | |
| Ski-jump | |
| Sliding | |
| Slope failure Forecast | |
| Slope Layer Method | |
| Slope stability | |
| Small dams | |
| Software | |
| Spillway | |
| Spillway Design | |
| Spillways | |
| Stability | |
| Stability Analysis | |
| Standard | |
| Static | |
| Statistical control limits | |
| Steel Fiber | |
| STEPPED SPILLWAYS | |
| Strength parameters estimation | |
| stress-strain | |
| Structural modelling | |
| Structure Aging | |
| Structure Monitoring | |
| surface erosion | |
| Surge | |
| Swelling effects | |
| T | |
| Tailing Dam | |
| Tailing Dam Safety Audit | |
| Tailing Dams | |
| Tailings Dam Safety Audit | |
| Tailings Dams | |
| Tallest dam | |
| Technological Solutions | |
| Temperature | |
| Tensile | |
| Test | |
| Tests | |
| Thermal Analysis | |
| Thermal and structural modelling | |
| Thermal Stress | |
| Thermal-Mechanical | |
| transport of sediment | |
| Tyrolean weir | |
| U | |
| underground water level | |
| Uplift | |
| Uplift Pressure | |
| V | |
| Velocity measurements | |
| Vulnerability | |
| W | |
| Warning System | |
| Water | |
| Waterproofing | |
| waterproofing membrane | |
| Weak Foundations | |
| Web Platform | |
| Weibull Distribution | |
| Workability | |
| X | |
| X Ray Diffraction | |
| Z | |
| Zoned Dam | |
| Zoned Dams | |