Cargando…
Scour and erosion : proceedings of the fifth International Conference on Scour and Erosion, ICSE-5, November 7-10, 2010, San Francisco, CA /
| Clasificación: | Libro Electrónico |
|---|---|
| Autores Corporativos: | , , |
| Otros Autores: | |
| Formato: | Electrónico Congresos, conferencias eBook |
| Idioma: | Inglés |
| Publicado: |
Reston, Va. :
American Society of Civil Engineers,
©2011.
|
| Colección: | Geotechnical special publication ;
no. 210. |
| Temas: | |
| Acceso en línea: | Texto completo |
Tabla de Contenidos:
- Partial Grouted Riprap for Enhanced Scour Resistance
- Scour at Offshore Structures
- Physics of Rock Scour : The Power of the Bubble
- Observational Method for Estimating Future Scour Depth at Existing Bridges
- An Experimental Study of Scour Process and Sediment Transport around a Bridge Pier with Foundation
- Characteristics of Developing Scour Holes around Two Piers Placed in Transverse Arrangement
- Local Scour at Bridge Piers : The Role of Reynolds Number on Horseshoe Vortex Dynamics
- Trends in Live-Bed Pier Scour at Selected Bridges in South Carolina
- Time-Dependent Scour Depth under Bridge-Submerged Flow
- In Situ Measurement of the Scour Potential of Non-Cohesive Sediments (ISEP)
- Geotechnical Limit to Scour at Spill-Through Abutments
- Maximum Abutment Scour Depth in Cohesive Soils
- On the Behaviour of Open Filters under Wave Loading
- Two Complementary Tests for Characterizing the Soil Erosion
- The Effects of Exopolymers on the Erosional Resistance of Cohesive Sediments
- Site Factor for Use of Velocity-Based EFA Erosion Rates
- Surface Erosion : Erodibility Characterisation and Physical Parameters Effects
- Prediction of Exposure Risk for Buried Pipelines Due to Surface Erosion
- Piping Potential of a Fibrous Peat
- Comparison of Geosynthetic Rolled Erosion Control Product (RECP) Properties between Laboratories
- Comparison of the Rate of Evaporation from Six Rolled Erosion Control Products
- International Practices and Guidance : Natural-Fiber Rolled Erosion Control Products
- On the Stress Dependent Contact Erosion in Vibro Stone Columns
- Suffusion Evaluation Comparison of Current Approaches
- A Life Cycle Approach to Probabilistic Assessment of Levee Erosion
- A Practical Approach to Assess Combined Levee Erosion, Seepage, and Slope Stability Failure Modes
- Levee Failure Due to Piping : A Full-Scale Experiment
- Levee Erosion Prediction Equations Calibrated with Laboratory Testing
- Levee Erosion Screening Process
- Study of Transient Flow Caused by Rapid Filling and Drawdown in Protection Levees
- Simulating Levee Erosion with Physical Modeling Validation
- Testing and Analysis of Erodibility of Hongshihe Landslide Dam
- Earth Dam Failure by Erosion, a Case History
- Effect of Seepage on River Bank Stability
- Experimental Study of Internal Erosion of Fine Grained Soils
- Effect of Suffusion on Mechanical Characteristics of Sand
- Hydraulic Erosion along the Interface of Different Soil Layers
- Identification of Descriptive Parameters of the Soil Pore Structure Using Experiments and CT Data
- Slurry Induced Piping Progression of a Sand
- Experimental Bench for Study of Internal Erosion in Cohesionless Soils
- Field Performance of Scour Protection around Offshore Monopiles
- Scour Protection around Offshore Wind Turbines. Monopiles
- Scour Assessment in Complex Marine Soils An Evaluation through Case Examples
- Scour Reduction by Collars around Offshore Monopiles
- Three-Dimensional Scour at Submarine Pipelines in Unidirectional Steady Current
- Numerical Model for Three-Dimensional Scour below a Pipeline in Steady Currents
- Scour Monitoring and Scour Protection Solution for Offshore Gravity Based Foundations
- A Numerical Study on Design of Coastal Groins
- Effect of Sheetpile Configuration on Seepage beneath Hydraulic Structures
- A Microscopic Study on Soft Rock Erosion by Using Particle Flow Simulation
- Modeling Erosion of an Unlined Spillway Chute Cut in Rock
- 90 Years of Erosion and Deposition on the Trinity River, Dallas, Texas
- 2-D Pore-Particle Scale Model of the Erosion at the Boundary of Two Soils under Horizontal Groundwater Flow
- Reexamination of Creep Theory in the Foundation of Weirs by Model Experiments and Elasto-Plastic FEM
- Application of the Multi-Dimensional Surface Water Modeling System at Bridge 339, Copper River Highway, Alaska
- Assessment of Scour Development at a Deep-Water Marine Jetty Using 3d Computational Fluid Dynamics
- Physical Modeling of Abutment Scour for Overtopping, Submerged Orifice, and Free Surface Flows
- Experimental Investigation of Critical Hydraulic Gradients for Unstable Soils.
- Flow Velocities and Bed Shear Stresses in a Stone Cover under an Oscillatory Flow
- Gap Scour at a Stepped Concrete Block Grade Control Structure
- Centrifuge Modelling of an Internal Erosion Mechanism
- Experimental Study of the Influence of Non-Hydrostatic Pressure in Rip Rap Pier Protection
- IJkdijk Full Scale Underseepage Erosion (Piping) Test: Evaluation of Innovative Sensor Technology
- Analysis of the Temporal Evolution of the Sediment Movement in the Vicinity of a Cylindrical Bridge Pier
- Time Evolution of the Horseshoe Vortex System Forming around a Bridge Abutment
- Experiments Identifying Scour-Inducing Flow Patterns at a Gated Weir Stilling Basin
- Effect of Tailwater Depth on the Scour Downstream of Falling Jets
- Experimental Study on Interaction of Waves, Currents and Dynamic Morphology Changes
- Local Scour and Development of Sand Wave around T-Type and L-Type Groynes
- Wall Jet Scour in Rock
- Soft-Rock Scouring Processes Downstream of Weirs
- Hydraulic Loading for Bridges Founded on Rock
- Modified Slake Durability Test for Erodible Rock Material
- Scour at Bridge Foundations on Rock : Overview of NCHRP Project No. 24-29
- Bluestone Dam Rock Scour
- Numerical Modeling of Scour at Bridge Foundations on Rock
- Design of Laterally Loaded Deep Piers to Resist River Scour
- A Laser-Based Optical Approach for Measuring Scour Depth around Hydraulic Structures
- Effect of Post-Earthquake Bed Degradation on Bridge Stability
- Submerged-Flow Bridge Scour under Maximum Clear-Water Conditions (I) : Experiment
- Submerged-Flow Bridge Scour under Maximum Clear-Water Conditions (II) : Theory
- Evaluation of the Structural Integrity of Bridge Pier Foundations Using Microtremors in Flood Conditions
- Evaluation of Sediment Transport Rate in Coarse-Bed Rivers
- Prediction of Localized Scour Hole on Natural Mobile Bed at Culvert Outlets
- Impacts of Debris on Bridge Pier Scour
- From Auwaiakeakua to Weoweopilau : Assessing Scour Critical Bridges in Hawaii (It's a Tough Job, but Someone Has to Do It)
- The Observational Method for Scour and the Schoharie Creek Bridge Failure
- Scour Evaluation of Bridge Foundations Using Vibration Measurement
- Tidal Bridge Scour in a Coastal River Environment : Case Study
- Re-Classifying Bridges with Unknown Foundations
- Guidance on the Design of Berthing Structures Related to the Flow Velocities in Ship Thrusters
- Georgia DOT's Implementation of BridgeWatch®
- Underwater Acoustic Imaging Devices for Portable Scour Monitoring
- Monitoring Bridge Scour by Bragg Grating Array
- Bridge Scour Monitoring Technologies : Development of Evaluation and Selection Protocols for Application on River Bridges in Minnesota
- Scour Monitoring Development for Two Bridges in Texas
- Monitoring Hydraulic Conditions and Scour at I-90 Bridges on Blackfoot River Following Removal of Milltown Dam near Bonner, Montana, 2009
- Modeling and Monitoring Scour during Bridge Replacement with Multi-Dimensional Modeling and Repeated Multi-Beam Surveys at the Tanana River near Tok, Alaska
- Sheath for Reducing Local Scour in Bridge Piers
- Effects of Collars on Scour Reduction at Bridge Abutments
- Assessing Bridge Vulnerability and Risk Due to Stream Instability
- Evaluation of Sedimentation History of Sandbars at Entrance of Lake Tofutsu, Hokkaido, Japan, by MASW Technology
- Instability of Grass Caused by Wave Overtopping
- Geomorphic and River Channel Stability Assessment of the Merced River at the Ferguson Slide, Mariposa County, CA
- Correlation of Predicted and Measured Slope Erosion
- Design of Erosion Protection at Landfill Areas with Slopes Less than 10%
- Erosion Protection at Landfill Slopes Greater than 10%
- Comparison of the HEC-18, Melville and Sheppard Pier Scour Equations
- River Engineering for Highway Encroachments FHWA HDS-6
- Comprehensive Scour Analysis at Highway Bridges HEC-18
- Revisiting the HEC-18 Scour Equation
- Review of Bridge Scour Practice in the U.S.
- Hydraulic Variables for Scour Using HEC-RAS.