Keyphrases
Discrete Element Method
81%
Soft Rock
70%
Highly Porous
56%
Contact Model
39%
Porous Rocks
33%
Shallow Foundation
28%
Discrete Element Modeling
28%
Boundary Value Problem
27%
Finite Difference Method
24%
Punching
20%
Cement-based Materials
19%
Pile Installation
19%
Numerical Results
19%
Calcarenite
18%
Bond Damage
17%
Micromechanics
16%
Gravity Level
15%
Open-ended pile
15%
Large Deformation
14%
Finite Differential Method
14%
Fast Generation
12%
Failure Mechanism
12%
Computational Burden
12%
Cemented Granular Materials
12%
Generation Method
12%
Coupled Damage-plasticity
11%
Contact Law
11%
Discrete-to-continuum
11%
Geomaterials
11%
Modeling Analysis
11%
Continuum Modeling
11%
Bond Contact Model
11%
Numerical Modeling
11%
Large Insertion
11%
Discrete Approach
11%
Continuum Approach
11%
Damage Plasticity
11%
Maastricht
11%
Method Analysis
11%
Physical Presence
10%
Far-field Coupling
10%
Bond Model
8%
Modeling Approach
8%
Particle Upscaling
8%
Microscopic Mechanism
7%
Rock-structure Interaction
7%
Overlapping Particles
7%
Non-overlapping
7%
Damage Law
7%
High Porosity
7%
Engineering
Discrete Element
100%
Element Method
88%
Contact Model
46%
Porosity
40%
Porous Rock
30%
Shallow Foundation
28%
Boundary Value
27%
Finite Difference Method
26%
Pile Installation
21%
Punching
17%
Large Deformation
15%
Microscale
14%
Failure Mechanism
12%
Contact Law
11%
Numerical Modeling
11%
Continuum Approach
11%
Discrete Approach
11%
Nonlinearity
9%
Physical Model
9%
Structure Interaction
9%
Rock Structure
9%
Particle Finite Element Method
8%
Numerical Model
6%
Computational Efficiency
6%
Radial Stress
5%
Constitutive Model
5%
Collapsible Soil
5%
Porous Structure
5%
Compressibility
5%
Ductile Failure
5%
Softening Behavior
5%
Nonlinear Problem
5%
Coupled Model
5%
Damage Model
5%
Good Agreement
5%
Initial State
5%
Permanent Deformation
5%
