Keyphrases
3D Analytical Model
20%
Aging Effect
20%
Air Cooling
20%
Air-to-ground
20%
Analytical Model
16%
Architectural Properties
6%
Axial Deformation
20%
Axial Loading
6%
Barley
20%
Beam Model
6%
Beam Theory
6%
Beam Type
6%
Behavior Prediction
6%
Boundary Value Problem
6%
Breakage
9%
Bulk Soil
6%
Cell Problem
10%
Composite Materials
6%
Comprehensive Stresses
6%
Computationally Efficient
10%
Constitutive Modeling
20%
Constitutive Relationship
6%
Corkscrew
20%
Correlation Analysis
10%
Correlation Data
20%
Crop Uptake
10%
Dense Packing
6%
Density Stress
6%
Digital Volume Correlation
40%
Direct Shear
43%
Direct Shear Experiment
6%
Direct Shear Test
10%
Earliest Plants
20%
Elastic Beam Theory
6%
Empirical Factors
6%
Epidermis
6%
Equation Set
10%
Euler-Bernoulli
6%
Experimental Methodology
20%
Extraction Methods
20%
Exudates
10%
Failure Location
20%
Festuca Arundinacea
10%
Festulolium
16%
Fiber Model
6%
Field Soil
6%
Flow Behavior
10%
Fluid Properties
10%
Force-displacement Curve
6%
Forced Displacement
6%
Foundation pile
6%
Fraction Size
6%
Genotype
6%
Geotechnical Centrifuge
20%
Gorse
33%
Grass
32%
Grass Species
20%
Highway Slope
10%
Homogenization Theory
10%
Homogenized Equation
10%
Hordeum Vulgare
6%
Impact on Plants
10%
In Situ
10%
Infiltration Rate
20%
Influence of Age
20%
Juvenile Plants
8%
Large Deflection
6%
Large Deformation
13%
Large Pore
6%
Lateral Deformation
20%
Lateral Load
6%
Living Plants
20%
Lolium multiflorum
10%
Mechanical Testing
20%
Microstructure
20%
Modeling Framework
6%
Moisture Condition
6%
Multiscale Homogenization
10%
Multiscale Modeling
10%
Natural Slope
20%
Numerical Boundary
6%
Numerical Simulation
6%
Optics
6%
Parametrized
10%
Partially Saturated Sand
6%
Particle Packing
20%
Periodic Geometry
10%
Physical Properties
6%
Plant Age
20%
Plant Establishment
20%
Plant Exudates
20%
Plant Growth
10%
Plant Productivity
10%
Plant Roots
27%
Plant Stress
10%
Plant Transpiration
13%
Pore Scale
10%
Pore Size Distribution
13%
Pore Structure
13%
Pore Volume Fraction
13%
Porosity
6%
Problem Solver
6%
Pullout
13%
Railway Slope
10%
Rapid Estimation
10%
Real Behavior
10%
Reinforced
6%
Reinforced Soil
60%
Rhizosphere
40%
Root Age
20%
Root Analogue
24%
Root Axis
15%
Root Bending
6%
Root Biomass
9%
Root Biomechanics
6%
Root Deformation
10%
Root Extension
6%
Root Exudates
20%
Root Exudation
10%
Root Hair
20%
Root Orientation
7%
Root Profile
6%
Root Reinforcement
100%
Root Reinforcement Models
6%
Root Strength
16%
Root Surface
20%
Root System
8%
Root Tensile Strength
8%
Root Topology
6%
Root Traits
16%
Root-soil Interactions
13%
Root-soil Interface
6%
Rooted Soil
48%
Roots in Soil
20%
Rubber
6%
Rubberwood
6%
Sandy Loam Soil
6%
Scale Model
10%
Serviceability
6%
Shear Conditions
20%
Shear Deformation
6%
Shear Displacement
9%
Shear Force
13%
Shear Loading
10%
Shear Resistance
30%
Shear Stiffness
10%
Shear Strength
21%
Shear Zone
10%
Shear Zone Thickness
22%
Shear-out
6%
Slippage
9%
Slope Failure
8%
Slope Scale
14%
Slope Stability
15%
Soil Bioengineering
20%
Soil Compaction
6%
Soil Deformation
10%
Soil Infiltration
20%
Soil Pore Water
10%
Soil Profile
10%
Soil Properties
6%
Soil Reinforced
13%
Soil Reinforcement
10%
Soil Shear Strength
14%
Soil Slope
30%
Soil Strength
28%
Soil Water
20%
Solute Acquisition
6%
Stability Calculation
10%
Stress Level
6%
Stress Tolerance
10%
Stress Transfer
20%
Stress-strain Relationship
6%
Suction
8%
Supporting Beam
6%
Synchrotron X-ray
6%
T-z Curves
6%
Tensile Strength
17%
Tensile Test
14%
Thermal Imaging
20%
Three-dimensional (3D)
12%
Three-dimensional Pore Structure
6%
Transpiration
6%
Two-fluid Flow
10%
Ultimate Limit State
19%
Uniform Shear
6%
Viscosity
10%
Water Acquisition
6%
Water Dynamics
20%
Water Movement in Soils
10%
Water Phase
10%
Water Properties
10%
Water Regime
6%
Water Removal
20%
Water Suction
10%
Water Uptake
6%
Willow
58%
Winkler Springs
6%
X-ray Computed Tomography (X-CT)
46%
Young's Modulus
13%
Engineering
Analytical Model
33%
Axial Deformation
20%
Axial Loading
6%
Beam Model
10%
Bioengineering
20%
Biomechanical Property
6%
Boundary Value
6%
Breakage
12%
Composite Material
10%
Constitutive Modeling
20%
Constitutive Relationship
10%
Continuum Framework
20%
Cooling Air
20%
Cooling Effect
6%
Direct Shear Test
6%
Displacement Curve
6%
Effective Stress
6%
Elastic Beam
6%
Engineering
9%
Fits and Tolerances
10%
Flow Behavior
10%
Fluid Flow
10%
Fluid Property
10%
Fluid Viscosity
10%
Force Displacement
13%
Good Prediction
10%
Individual Plant
6%
Input Parameter
16%
Isolation Method
20%
Key Parameter
6%
Large Deformation
20%
Lateral Deformation
20%
Length Scale
20%
Limit State
22%
Loading Condition
6%
Macroscale
20%
Matric Suction
6%
Microscale
10%
Model Type
23%
Multiscale
10%
Multiscale Model
20%
Multiscale Modeling
20%
Natural Slope
20%
Pile Foundations
6%
Plant Specie
6%
Problem Solver
6%
Railway
20%
Root Profile
6%
Root Reinforcement
90%
Saturated Sand
6%
Serviceability
10%
Shear Deformation
6%
Shear Force
13%
Shear Plane
6%
Shear Resistance
13%
Shear Strength
30%
Shear Zone
43%
Slippage
12%
Slope Stability
20%
Soil Reinforcement
20%
Soil Suction
6%
Starting Point
10%
Strain Relationship
10%
Stress Level
6%
Stress Transfer
20%
Test Data
6%
Thermal Field
6%
Urban Heat Island Effect
6%