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Proceedings Papers
In This Volume
Volume 7: Offshore Geotechnics; Petroleum Technology
Offshore Geotechnics
Stability of a Trial Quay Wall of Large Diameter Cylinders
OMAE 2009; 9-13https://doi.org/10.1115/OMAE2009-79016
Topics:
Cylinders
,
Stability
,
Construction
,
Design
,
Waves
,
China
,
Failure
,
Finite element methods
,
Joining
,
Safety
Numerical Simulation of Breakwaters for Land Reclamation
OMAE 2009; 15-20https://doi.org/10.1115/OMAE2009-79017
Topics:
Breakwaters
,
Computer simulation
,
Deformation
,
Soil
,
Construction
,
Stiffness
,
China
,
Deflection
,
Density
,
Design
Wave-Induced Liquefaction Around Breakwater Heads
OMAE 2009; 21-27https://doi.org/10.1115/OMAE2009-79019
Topics:
Breakwaters
,
Liquefaction
,
Waves
,
Seabed
,
Pressure
,
Soil
,
Water pressure
Geotechnical Centrifuge Modelling Techniques for Submarine Slides
OMAE 2009; 65-72https://doi.org/10.1115/OMAE2009-79059
Topics:
Modeling
,
Underwater vehicles
,
Pipelines
,
Damage
,
Landslides
,
Ocean engineering
,
Seabed
,
Water
,
Failure
,
Geotechnology
Dynamic Triaxial Experimental Study on Wave-Induced Strength Weakening of Subaqueous Yellow River Delta Silty Soil Under Wave Action
OMAE 2009; 83-91https://doi.org/10.1115/OMAE2009-79070
Topics:
Rivers
,
Soil
,
Waves
,
Oscillations
,
Shear strength
,
Cohesion
,
Collapse
,
Failure
,
Failure mechanisms
,
Flow (Dynamics)
Design of Laterally Loaded Piles With Bulge
OMAE 2009; 103-110https://doi.org/10.1115/OMAE2009-79087
Topics:
Design
,
Construction
,
Load bearing capacity
,
Ocean engineering
,
Plates (structures)
,
Steel
,
Stress
,
Wind farms
Modelling the Installation of Stiffened Caissons in Overconsolidated Clay
OMAE 2009; 119-126https://doi.org/10.1115/OMAE2009-79125
Topics:
Caissons
,
Modeling
,
Suction
,
Flow (Dynamics)
,
Bearings
,
Design
,
Design methodology
,
Geometry
,
Geotechnology
,
Kaolin
Composite Short Caisson Foundation for Soft Coastal Lowlands
OMAE 2009; 135-140https://doi.org/10.1115/OMAE2009-79141
Topics:
Caissons
,
Composite materials
,
Shorelines
,
Stress
,
Displacement
,
Floods
,
Pipes
,
Shear stress
,
Water
Assessment of Trawl Board and Anchor Penetration in Different Soils for Use in Selection of a Burial Depth to Protect Submarine Cables or Pipelines
Se´bastien Resse´guier, Robert Bendzovski, Pa˚l Johannes Stro̸m, Harald Wathne, Maria Vigsnes, Jan Holme
OMAE 2009; 151-161https://doi.org/10.1115/OMAE2009-79170
Topics:
Cables
,
Pipelines
,
Soil
,
Underwater vehicles
The Effect of Hydrodynamic Action on Sediment Consolidation Process in the Yellow River Estuary
OMAE 2009; 163-168https://doi.org/10.1115/OMAE2009-79207
Topics:
Rivers
,
Sediments
,
Hydrodynamics
,
Seabed
,
Soil
,
Tides
,
Dynamics (Mechanics)
,
Fluids
,
Iron
,
Testing
Tidal Flat Erosional Features of the Modern Yellow River Delta
OMAE 2009; 169-178https://doi.org/10.1115/OMAE2009-79209
Topics:
Rivers
,
Tides
,
Sediments
,
Erosion
,
Seabed
,
Shear stress
,
Shear strength
,
Surface roughness
Spudcan Penetration in Loose Sand Over Uniform Clay
OMAE 2009; 195-201https://doi.org/10.1115/OMAE2009-79214
Topics:
Sands
,
Soil
,
Failure
,
Stress
,
Deformation
,
Finite element analysis
,
Flow (Dynamics)
,
Jack-up drilling rigs
,
Shapes
Centrifuge Model Study of SCR Motion in Touchdown Zone
OMAE 2009; 221-229https://doi.org/10.1115/OMAE2009-79281
Topics:
Currents
,
Cycles
,
Deformation
,
Design methodology
,
Displacement
,
Fatigue damage
,
Floating structures
,
Flow (Dynamics)
,
Pipeline risers
,
Pipelines
Experimental Investigation Into Plugging of Open Ended Piles
OMAE 2009; 231-238https://doi.org/10.1115/OMAE2009-79299
Topics:
Arches
,
Glass
,
Particulate matter
,
Refractive index
,
Soil
,
Stress
,
Transparency
Field Test on Quasi-Impermeable Seawalls Using Clayey Materials for Coastal Waste Disposal Sites
OMAE 2009; 245-252https://doi.org/10.1115/OMAE2009-79321
Topics:
Seawalls
,
Shorelines
,
Waste disposal sites
,
Sealing (Process)
,
Seas
,
Durability
,
Hydraulic conductivity
,
Manufacturing
,
Steel
,
Construction
Undrained Load Capacity of Torpedo Anchors in Cohesive Soils
Cristiano S. de Aguiar, Jose´ Renato M. de Sousa, Gilberto Bruno Ellwanger, Elisabeth de Campos Porto, Cipriano Jose´ de M. Ju´nior, Diego Foppa
OMAE 2009; 253-265https://doi.org/10.1115/OMAE2009-79465
Topics:
Soil
,
Stress
,
Finite element analysis
,
Deformation
,
Failure mechanisms
,
Friction
,
Geometry
,
Shear (Mechanics)
,
Shear strength
Effect of Relative Density on the Wave-Induced Liquefaction in Seabed Around a Breakwater
OMAE 2009; 267-273https://doi.org/10.1115/OMAE2009-79601
Topics:
Breakwaters
,
Density
,
Liquefaction
,
Seabed
,
Waves
,
Water pressure
,
Fluids
,
Water
,
Flumes
,
Permeability
Study on Negative Skin Friction of Pile Groups Considering Coupled Effect of Surface Load and Soil Consolidation
OMAE 2009; 283-291https://doi.org/10.1115/OMAE2009-79679
Topics:
Skin friction (Fluid dynamics)
,
Soil
,
Stress
,
Computer simulation
,
Corners (Structural elements)
,
Fluids
,
Friction
,
Performance
,
Reliability
Characterization of the Solid-Fluid Transition of Fine-Grained Sediments
OMAE 2009; 293-303https://doi.org/10.1115/OMAE2009-79738
Topics:
Fluids
,
Sediments
,
Shear (Mechanics)
,
Water
,
Soil
,
Modeling
,
Seabed
,
Shear strength
,
Viscosity
,
Yield strength
Consolidation of Lumpy Clay Backfill Over Buried Pipelines
OMAE 2009; 313-320https://doi.org/10.1115/OMAE2009-79787
Topics:
Buckling
,
Pipelines
,
Pipes
,
Pressure
,
Shapes
,
Soil
,
Stress
,
Uncertainty
,
Underwater pipelines
The Effectiveness of Dynamic Compaction Under Various Water Levels
OMAE 2009; 321-328https://doi.org/10.1115/OMAE2009-79812
Topics:
Vibrocompaction
,
Water
,
Soil
,
Compacting
,
Containers
,
Earthquakes
,
Energy dissipation
,
Impact testing
,
Liquefaction
,
Stress
Clay-Concrete Pile Interface in Various Marine Environments
OMAE 2009; 347-353https://doi.org/10.1115/OMAE2009-80033
Topics:
Concretes
,
Water
,
Kaolinite
,
Shear strength
,
Friction
,
Seas
,
Soil
,
Design
,
Load bearing capacity
,
Marine structures
Liquefaction Triggering Response Under Wave-Induced Cyclic Loading
OMAE 2009; 361-366https://doi.org/10.1115/OMAE2009-80123
Topics:
Liquefaction
,
Waves
,
Cycles
,
Sands
,
Soil
,
Offshore structures
,
Damage
,
Deformation
,
Density
,
Earthquake engineering
Influence of a Roller Clump on the Seabed
OMAE 2009; 367-374https://doi.org/10.1115/OMAE2009-80145
Topics:
Rollers
,
Seabed
,
Gears
,
Finite element analysis
,
Finite element model
,
Modeling
,
Parity (Physics)
,
Sands
,
Sediments
,
Sustainability
CAPWAP and Refined Wave Equation Analyses for Driveability Predictions and Capacity Assessment of Offshore Pile Installations
OMAE 2009; 375-383https://doi.org/10.1115/OMAE2009-80163
Topics:
Ocean engineering
,
Wave equations
,
Hammers
,
Pipes
,
Earth resistance
,
Load bearing capacity
,
Signals
,
Soil
,
Modeling
,
Stress
Petroleum Technology
Design and Experimental Study of Hydrocyclone in Series and in Bridge of Downhole Oil/Water Separation System
OMAE 2009; 429-434https://doi.org/10.1115/OMAE2009-79194
Topics:
Bridges (Structures)
,
Design
,
Separation (Technology)
,
Water
,
Flow (Dynamics)
,
Ocean engineering
,
Oil wells
,
Structural design
,
Water treatment
Experimental Visualization of Two Phase Flow Inside an Electrical Submersible Pump Stage
OMAE 2009; 453-467https://doi.org/10.1115/OMAE2009-79726
Topics:
Pumps
,
Submersibles
,
Two-phase flow
,
Visualization
,
Flow (Dynamics)
,
Bubbles
,
Impellers
,
Instrumentation
,
Multiphase flow
,
Size measurement
Dual Gradient Drilling Will Control Shallow Hazards in Deepwater Environments
OMAE 2009; 509-539https://doi.org/10.1115/OMAE2009-79790
Topics:
Drilling
,
Hazards
,
Pumps
,
Flow (Dynamics)
,
Water
,
Fluids
,
Methane hydrate
,
Safety
,
Underwater drilling
Modeling of Flow in a Near-Wellbore Network
OMAE 2009; 541-546https://doi.org/10.1115/OMAE2009-79808
Topics:
Flow (Dynamics)
,
Modeling
,
Junctions
,
Reservoirs
,
Pressure
,
Algorithms
,
Fluids
,
Multiphase flow
,
Pipes
,
Steady state
Casing Point Selection for Drilling Operations at Shallow Depths
OMAE 2009; 547-558https://doi.org/10.1115/OMAE2009-79836
Topics:
Drilling
,
Design
,
Sediments
,
Fracture (Materials)
,
Fracture (Process)
,
Leakage
,
Pressure
,
Safety
,
Design methodology
,
Elasticity
Interrogation of Gas/Oil Flow in a Vertical Using Two Tomographic Techniques
OMAE 2009; 559-566https://doi.org/10.1115/OMAE2009-79840
Topics:
Capacitance
,
Flow (Dynamics)
,
Porosity
,
Sensors
,
Slug flows
,
Wire mesh
,
Bubbles
,
Pipes
,
Shapes
,
Bullets
Applications of Abrasive Fluid-Jets for Completion and Stimulation of Oil and Gas Wells
OMAE 2009; 567-574https://doi.org/10.1115/OMAE2009-79953
Topics:
Jets
,
Natural gas wells
,
Cutting
,
Particulate matter
,
Fluids
,
Nozzles
,
Rocks
,
Drilling
,
Drills (Tools)
,
Erosion
Accurate Well-Bore Hydraulics Simulation Considering Non-Isothermal and Liquid-Slippage Phenomena for Multiphase Flow in Oil and Gas Wells
OMAE 2009; 599-609https://doi.org/10.1115/OMAE2009-80068
Topics:
Hydraulics
,
Multiphase flow
,
Natural gas wells
,
Simulation
,
Modeling
,
Relaxation (Physics)
,
Gas flow
,
Oil wells
,
Separation (Technology)
,
Wells
Experimental Evaluation of Separation Methods for a Riser Dilution Approach to Dual Density Drilling
OMAE 2009; 611-620https://doi.org/10.1115/OMAE2009-80113
Topics:
Density
,
Drilling
,
Pipeline risers
,
Risers (Casting)
,
Separation (Technology)
,
Fluids
,
Emulsions
,
Stability
,
Flow (Dynamics)
,
Rheology
Sensitivity of Slug Flow Mechanistic Models on Slug Length
OMAE 2009; 621-627https://doi.org/10.1115/OMAE2009-80141
Topics:
Slug flows
,
Flow (Dynamics)
,
Gas flow
,
Pipes
,
Fluids
,
Geometry
,
Modeling
,
Multiphase flow
,
Pressure
,
Transportation systems
Transient Mechanistic Model for Slug Damper/Gas-Liquid Cylindrical Cyclone (GLCC©) Compact Separator System
OMAE 2009; 661-672https://doi.org/10.1115/OMAE2009-80193
Topics:
Dampers
,
Slug flows
,
Transients (Dynamics)
,
Flow (Dynamics)
,
Dynamic models
,
Generators
,
Gravity (Force)
,
Simulation
,
Simulation results
,
Unsteady flow
Utilization of Gas-Liquid Cylindrical Cyclone (GLCC©) Compact Separator for Solids Removal—Part II: Operational Envelope for Carry-Over
OMAE 2009; 685-702https://doi.org/10.1115/OMAE2009-80196
Topics:
Density
,
Design
,
Flow (Dynamics)
,
Particulate matter
,
Separation (Technology)
,
Slurries
,
Solids
,
Trajectories (Physics)
,
Uncertainty
,
Uncertainty analysis
A Modular Differential Dielectric Sensor (DDS) for Use in Multiphase Separation, Process Measurement and Control—Part I: Analytical Modeling
OMAE 2009; 713-723https://doi.org/10.1115/OMAE2009-80214
Topics:
Modeling
,
Sensors
,
Separation (Technology)
,
Water
,
Crude oil
,
Fluids
,
Geometry
,
Microwave propagation
,
Microwaves
,
Optimization
A Modular Differential Dielectric Sensor (DDS) for Use in Multiphase Separation, Process Measurement and Control—Part II: Experimental Investigation
OMAE 2009; 725-736https://doi.org/10.1115/OMAE2009-80215
Topics:
Sensors
,
Separation (Technology)
,
Water
,
Calibration
,
Stability
,
Corrosion
,
Crude oil
,
Emulsions
,
Erosion
,
Flow (Dynamics)