Keyphrases
3D Analytical Model
19%
Axial Deformation
19%
Cone Penetration Test
19%
Corkscrew
38%
Correlation Data
19%
Digital Volume Correlation
19%
Direct Shear
41%
Discrete Element Method
19%
Extraction Methods
38%
Festulolium
24%
Geotechnical Centrifuge Test
19%
Gorse
41%
Grass
40%
In Situ
42%
In Situ Measurements
19%
Laboratory Investigation
19%
Live Plant
19%
Living Plants
19%
Model Interpretation
35%
Model-based Testing
19%
Penetration Testing
23%
Penetrometer
76%
Penetrometer Resistance
25%
Physical Modeling
23%
Plant Roots
46%
Reinforced Soil
38%
Resistance Behavior
19%
Root Analogue
62%
Root Displacement
25%
Root Distribution
19%
Root Identification
38%
Root Properties
27%
Root Reinforcement
100%
Root Strength
29%
Root-soil Interactions
23%
Rooted Soil
66%
Roots in Soil
23%
Sand
23%
Shear Conditions
19%
Shear Strength
39%
Shear Zone Thickness
21%
Soil Slope
19%
Soil Strength
31%
Spatial Distribution
25%
Stiffness
20%
Stress Transfer
19%
Tensile Strength
21%
Vegetated Slope
29%
Willow
41%
X-ray Computed Tomography (X-CT)
19%
Engineering
Accurate Prediction
9%
Acrylonitrile Butadiene Styrene
19%
Analytical Model
31%
Axial Deformation
19%
Breakage
31%
Close Proximity
28%
Composite Material
9%
Cone Penetration Test
19%
Constitutive Modeling
19%
Constitutive Relationship
9%
Continuum Framework
19%
Discrete Element
19%
Element Method
19%
Environmental Loading
9%
Failure Mechanism
9%
Field Condition
46%
Force Displacement
22%
Full-Scale Test
19%
Good Prediction
19%
Identified Value
9%
Input Parameter
15%
Installation Requirement
19%
Isolation Method
38%
Large Deformation
19%
Lateral Deformation
19%
Lesser Extent
9%
Limit State
21%
Load Application
9%
Model Type
22%
Natural Slope
19%
Numerical Model
9%
Peak Force
9%
Physical Modeling
38%
Real Root
9%
Root Architecture
9%
Root Diameter
19%
Root Reinforcement
96%
Serviceability
9%
Shear Force
12%
Shear Resistance
12%
Shear Strength
28%
Shear Zone
21%
Situ Measurement
19%
Slippage
12%
Soil Resistance
19%
Spatial Distribution
57%
Strain Relationship
9%
Stress Transfer
19%
Sudden Drop
38%
Three-Point Bending Test
9%