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Keyphrases
Discrete Element Method
86%
Soft Rock
79%
Rock Anchor
64%
Offshore Renewables
44%
Large Deformation
43%
Micromechanical
34%
Discrete Element Modeling
33%
Rockfall
31%
Pile Installation
31%
Boundary Value Problem
31%
Highly Porous
28%
Open-ended pile
28%
Loading Conditions
27%
Biaxial Shear
26%
Particle Finite Element Method
25%
Rockfall Barrier
24%
Calcarenite
23%
Small Particles
22%
Macroscopic Behavior
22%
Porous Rocks
21%
Particle Rotation
21%
Failure Mechanism
21%
Constitutive Model
21%
Shallow Foundation
20%
Fence post
20%
Pile Testing
20%
Loading Frame
20%
Macro-element Model
20%
Numerical Modeling
20%
Renewable Energy Applications
20%
Discrete Element Simulation
19%
Small-scale Model
19%
Granular Materials
19%
Shear Test
18%
Confining Pressure
18%
Geomaterials
17%
Computational Efficiency
17%
Generation Method
17%
Numerical Results
16%
Small Scale piles
16%
Circular Disk
16%
Kinematics
16%
Testing Apparatus
16%
Dynamic Impact
16%
Shear Band
16%
X-ray Computed Tomography (X-CT)
16%
Renewable Applications
16%
Numerical Assessment
16%
Pull-out
16%
Image Analysis Technique
15%
Engineering
Discrete Element
100%
Element Method
73%
Anchors
66%
Large Deformation
58%
X Ray
44%
Pile Installation
42%
Particle Finite Element Method
37%
Boundary Value
30%
Constitutive Model
29%
Offshore Renewable Energy
29%
Loading Condition
28%
Numerical Analysis
26%
Contact Model
26%
Renewables
24%
Porosity
24%
Numerical Modeling
24%
Porous Rock
22%
Fence Post
22%
Energy Application
22%
Failure Mechanism
21%
Structural Element
20%
Shallow Foundation
20%
Numerical Model
20%
Rigidity
20%
Design Method
19%
Soil Structure Interactions
19%
Mechanical Property
18%
Discrete Element Model
17%
Full Scale
16%
Numerical Data
16%
Test Pile
16%
Strand Rope
16%
Peak Force
16%
Impact Dynamics
16%
Numerical Study
16%
Energy Dissipation
16%
Image Analysis
16%
Punching
15%
Computational Efficiency
15%
Physical Model
15%
Dynamic Condition
14%
Experimental Result
14%
Axial Loading
14%
Intact Rock
14%
Steel Wire
13%
Computer Simulation
13%
Limitations
13%
Tensiles
13%
Finite Difference Method
13%
Quasistatic Condition
12%