Engineering
Models
100%
Computer Simulation
36%
Constitutive Modeling
35%
Deformation
33%
Constitutive Model
33%
Density
32%
Performance
32%
Granular Soil
30%
Calibration
26%
Constitutive Equation
26%
Shear Localization
19%
Continuum Approach
19%
Shear Band
17%
Creep
17%
Modified Model
17%
Friction Angle
16%
Shearing
15%
Deviatoric Stress
13%
Shear Band Formation
13%
Concrete Dams
13%
Single Grain
13%
Shear Zone
13%
Geomembrane
13%
Displacement Amplitude
13%
Clay Core
13%
Interfacial Layer
13%
Digital Elevation Model
13%
Kinematic Hardening
13%
Combined Method
13%
Shear Banding
13%
Mechanical Creep
13%
Strain
13%
Objective Stress Rate
13%
Application
13%
Shear Deformation
13%
Pressure Level
13%
Proportional Loading
13%
Stress-Strain Relations
13%
Element Test
13%
Consistency Condition
13%
Tensile Stress σ
13%
Compaction
12%
Dilatancy
11%
Monotonic
10%
Experiments
10%
Continuum Model
9%
Grain Diameter
9%
Dependent Process
9%
Key Parameter
9%
Bifurcation Condition
8%
Material Science
Materials
28%
Rockfill
26%
Interface Friction
26%
Mechanical Property
22%
Friction
19%
Sand
15%
Density
15%
Granular Material
13%
Dam
13%
Hypoplasticity
13%
Creep
13%
Rheological Property
13%
Constitutive Modeling
13%
Devices
10%
Hardness
9%
Paper
9%
Finite Element Method
9%
Strain Rate
8%
Wetting
8%
Shear Band
6%
Shear Testing
6%
Stress Field
6%