On the installation effects of open ended piles in chalk

Keyphrases

• Pile Design 100%
• Open-ended pile 100%
• Destructuration 100%
• Installation Effects 100%
• Offshore Wind Turbine 100%
• Installation Process 100%
• Coupled Hydro-mechanics 100%
• Putty 100%
• Chalk Putty 100%
• Offshore Wind Turbine Foundation 50%
• North Sea 50%
• Pile Test 50%
• Pore Water Pressure 50%
• Elastoplastic Model 50%
• Excess Pore Water Pressure 50%
• Finite Element Model 50%
• Lower Order 50%
• Shaft Friction 50%
• Model pile 50%
• Mechanical Behavior 50%
• Structure Effect 50%
• Finite Element Code 50%
• Plastic Deformation 50%
• Yield Locus 50%
• Soil Permeability 50%
• Environmental Perspective 50%
• High Density 50%
• Design Considerations 50%
• Current Guidelines 50%
• Design Improvement 50%
• Large Strain 50%
• Media Density 50%
• Load-displacement Curve 50%
• Conservatism 50%
• Development Cost 50%
• Carbon Footprint 50%
• Response-adapted 50%
• Mechanical Response 50%
• Flow Process 50%
• Strain Localization 50%
• Pile Installation 50%
• Modified Cam-clay Model 50%
• Finite Deformation 50%
• Elastic Response 50%
• Value Sensitive Design 50%
• Design Guidance 50%
• Pile Tip 50%
• Non-associative 50%
• Porous Rocks 50%
• Highly Porous 50%
• Damage Process 50%
• Hydro-mechanical 50%
• Model Formulation 50%
• Closed-ended pile 50%
• Free Energy Functional 50%
• Mesh Independent 50%
• Variable Shape 50%
• Hardening Law 50%
• Macroscopic Description 50%
• Intact Rock 50%
• Axial Performance 50%
• Multiplicative Decomposition of the Deformation Gradient 50%
• Localization Phenomenon 50%
• Linear Strain 50%
• Embodied Carbon 50%
• Coupling Conditions 50%
• Dynamic Installation 50%
• Complex Flow 50%
• Long-term Mechanical Behavior 50%

Engineering

• Offshore Wind Turbines 100%
• Installation Process 66%
• Mechanical Property 66%
• Pile Design 33%
• Test Pile 33%
• Pore Water Pressure 33%
• Excess Pore Water Pressure 33%
• Finite Element Modeling 33%
• Shaft Friction 33%
• Final State 33%
• Predicted Value 33%
• Plastic Deformation 33%
• Medium Density 33%
• Load Displacement Curve 33%
• Constitutive Model 33%
• Limited Number 33%
• Development Cost 33%
• Carbon Footprint 33%
• Mechanical Response 33%
• Internal Variable 33%
• Strain Localization 33%
• Pile Installation 33%
• Modified Cam 33%
• Finite Deformation 33%
• Elastic Response 33%
• Embodied Carbon 33%
• Design Consideration 33%
• Porous Rock 33%
• Damage Process 33%
• Linear Strain 33%
• Design Value 33%
• Design Guidance 33%
• Deformation Gradient 33%
• Hardening Law 33%
• Intact Rock 33%
• Localization Phenomenon 33%
• Complex Flow Process 33%
• Finite Element Analysis 33%
• Gibbs Free Energy 33%