Engineering
Large Deformation
50%
Particle Finite Element Method
50%
Renewables
50%
Axial Loading
50%
Design Method
47%
Failure Mechanism
47%
Constitutive Model
41%
Loading Condition
41%
Offshore Renewable Energy
30%
Load Capacity
30%
Design Procedure
30%
Interface Friction
25%
Experimental Investigation
25%
Energy Application
22%
Anchor Bolt
22%
Deep Water
22%
Direct Observation
22%
Physical Model
22%
Fracture Propagation
16%
Numerical Study
16%
Nonlocal Formulation
16%
Modified Cam
16%
Friction Angle
16%
2d Plane Strain
16%
Beam Structure
16%
Rock Bolt
16%
Numerical Model
16%
Effective Solution
16%
Installation Procedure
16%
Renewable Energy
16%
Failure Mode
16%
Steel Beam
16%
Regularization
11%
Brittleness
11%
Numerical Modeling
8%
Loading Rate
8%
Excess Pore Water Pressure
8%
Mechanical Response
8%
Rock Structure
8%
Robust Design Method
8%
Hard Rock
8%
Displacement Curve
8%
Clay Model
8%
Tidal Stream Generator
8%
Pore Water Pressure
8%
Lateral Loads
8%
Numerical Approach
8%
Deformable Body
8%
Increasing Demand
8%
Parametric Analysis
8%
Keyphrases
Rock Anchor
100%
Offshore Renewables
55%
Large Deformation
38%
Numerical Assessment
33%
Pullout
33%
Renewable Applications
33%
Axial Loading
30%
Failure Mechanism
30%
Particle Finite Element Method
28%
Constitutive Model
26%
Renewable Energy Consumption
22%
Anchoring Behavior
22%
Physical Model
22%
Loading Conditions
22%
Numerical Analysis
21%
Anchoring Performance
19%
Soft Rock
19%
Axial Response
19%
Calcarenite
19%
Anchorage System
18%
Fracture Propagation
16%
Rock Permeability
16%
Fracture Mechanism
16%
Rocky Cliffs
16%
Lateral Response
16%
Hydro-mechanical
16%
Offshore Applications
16%
Numerical Methods
16%
Interface Properties
16%
Coastal Cliff
16%
Large Strain
15%
Design Procedure
13%
Numerical Results
11%
Regularization Method
11%
Strain Softening
11%
Load Capacity
11%
Plane Strain
9%
Nonlocal Formulation
7%
Sandstone
7%
Coupled Hydro-mechanics
7%
Axial Capacity
7%
Mechanical Behavior
7%
Modified Cam-clay Model
7%
Anchoring Mechanism
7%
P-y Curve
6%
Mechanical Action
5%
Gauss Points
5%
Coupled Formulation
5%
Hydro-mechanical Interaction
5%
Rock Anchoring
5%
