Engineering
Offshore Wind Turbines
100%
Soil Resistance
100%
Parametric Study
100%
Numerical Model
100%
Pore Water Pressure
100%
No-Slip Boundary Condition
33%
Equilibrium Condition
33%
Darcy's Law
33%
Load Cell
33%
Strain Relationship
33%
Consolidation Theory
33%
Nondimensional Quantity
33%
Circular Tank
33%
Field Observation
33%
Experimental Investigation
33%
Pressure Probe
33%
Bending Stiffness
33%
Computer Simulation
33%
Design Aspect
33%
Radial Direction
33%
Measurement Point
33%
Coarse Sand
33%
Stress Field
33%
Constitutive Equation
33%
Shallower
33%
Conservation of Mass
33%
Stainless Steel
33%
Keyphrases
Soil Resistance
100%
Seabed Soil
100%
Pile Displacement
66%
S Beam
33%
Seabed Interaction
33%
Elastic Soil
33%
Seepage Velocity
33%
Foundation Depth
33%
Biot's Consolidation
33%
Model pile
33%