Engineering
Discrete Element
100%
Element Method
76%
Large Deformation
54%
Particle Finite Element Method
54%
Numerical Model
45%
Pile Installation
41%
Design Method
34%
Image Analysis
33%
Failure Mechanism
28%
Constitutive Model
28%
Confining Pressure
28%
Loading Condition
28%
Contact Model
25%
Digital Elevation Model
25%
Shear Band
25%
Renewables
24%
Axial Loading
24%
Porosity
24%
Macroscopic Behavior
22%
Offshore Renewable Energy
22%
Porous Rock
22%
Boundary Value
21%
Full Scale
20%
Shallow Foundation
20%
Structural Element
18%
Ball Bearing
18%
Soil Structure Interactions
18%
Dynamic Condition
18%
Numerical Modeling
18%
Shear Strength
17%
Discrete Element Model
17%
Quasistatic Condition
16%
Numerical Data
16%
Test Pile
16%
Strand Rope
16%
Fence Post
16%
Peak Force
16%
Impact Dynamics
16%
Numerical Study
16%
Energy Dissipation
16%
Displacement Curve
16%
2d Plane Strain
16%
Lateral Loads
16%
Scale Model
16%
Rock Structure
16%
Experimental Result
15%
Punching
15%
Physical Model
14%
Design Procedure
14%
Load Capacity
14%
Keyphrases
Soft Rock
81%
Discrete Element Method
75%
Rock Anchor
56%
Offshore Renewables
34%
Large Deformation
33%
Micromechanics
33%
Discrete Element Modeling
32%
Rockfall
30%
Pile Installation
30%
Highly Porous
27%
Open-ended pile
27%
Biaxial Shear
25%
Particle Finite Element Method
24%
Calcarenite
22%
Boundary Value Problem
22%
Macroscopic Behavior
21%
Small Particles
21%
Porous Rocks
21%
Particle Rotation
20%
Failure Mechanism
20%
Shallow Foundation
20%
Loading Frame
20%
Numerical Modeling
20%
Discrete Element Simulation
18%
Loading Conditions
18%
Granular Materials
18%
Shear Test
17%
Confining Pressure
17%
Geomaterials
17%
Generation Method
16%
Numerical Results
16%
Small Scale piles
16%
Pile Test
16%
Dynamic Impact
16%
Numerical Assessment
16%
Pullout
16%
Renewable Applications
16%
Shear Band
16%
Circular Disk
16%
Kinematics
16%
Testing Apparatus
16%
X-ray Computed Tomography (X-CT)
16%
Image Analysis Technique
15%
Large Strain
15%
Physical Model
14%
Punching
14%
Axial Loading
14%
Contact Model
13%
Soil-structure Interaction
12%
Constitutive Model
12%
