Keyphrases
Actuator
22%
Anisotropy
17%
Bias Filtering
14%
Biaxial Strain
14%
Biot
14%
Blast Hole
18%
Blast Test
21%
Blast Testing
28%
Champlain
14%
Champlain Sea Clay
21%
Clay
31%
Clay Fabric
14%
Cohesionless Backfill
14%
Cold In-place
28%
Compressive Strength
17%
Computed Tomography Analysis
14%
Concrete Crack
28%
Cone Resistance
14%
Convergence Domain
23%
Convergence Test
21%
Element Size
20%
Enhanced Scan
14%
Erosion Monitoring
14%
Fabric Anisotropy
14%
Field Permeability Test
14%
Finite Element Modeling
14%
Geoengineering
14%
Geomechanics
16%
Gmax
16%
Granular Materials
19%
Groundwater Model
14%
H-convergence
28%
Horizontal Stress
17%
Hydraulic Conductivity
21%
Hydraulic Properties
14%
In-situ Test
14%
Index Parameters
14%
Iterative Closest Point
14%
Laboratory Model
14%
Laser Scanning Survey
14%
Low Porosity
14%
Marine Clay
14%
Mathematical Convergence
28%
Non-plastic Soil
14%
Numerical Convergence
25%
Numerical Error
23%
Oedometer
14%
Order of Magnitude
15%
Overtopping
14%
Packed Bed of Spheres
14%
Parameter Dependence
17%
Particle Size
21%
Persistent Scatterer InSAR
14%
Physical Model
30%
Physical Properties
14%
Piezoelectric Ring
27%
Piezoelectric Ring-actuator Technique (P-RAT)
33%
Point Cloud Data
14%
Polymer Injection
23%
Pumping Well
14%
Recursive Analysis
14%
Recycled Materials
28%
Reflected Pressure Wave
14%
Regional Groundwater
14%
Rock Interface
14%
Rock Surface
23%
Rockslide
14%
Salt Mine
22%
Sampling Methods
14%
Sand
17%
Scale-dependent
28%
Scan Registration
14%
Sectorial
14%
Sedimentation Test
14%
Self-weight Consolidation
14%
Shear Stress
28%
Shear Wave
20%
Shear Wave Velocity
95%
Single-hole
42%
Sodium Chloride
23%
Soft Rock
14%
Soft Soil
14%
Specific Gravity
14%
Steady State
17%
Stokes' Law
14%
Stress Distribution
14%
Subsidence
14%
Surface Model
28%
Surface Roughness
16%
Systematic Measurement
14%
Terrestrial Laser Scanning
16%
Trace Metals
14%
Unsaturated Seepage
14%
Variable Head
14%
Velocity Correlation
14%
Velocity Tomography
14%
Void Fraction
20%
Waterproof
28%
Wave Interaction
14%
X-ray Micro-computed Tomography
14%
Engineering
Actuator
40%
Applicability
35%
Axial Strain
14%
Backfilling
7%
Borehole
11%
Boundary Condition
10%
Carbonation
14%
Carman-Kozeny Equation
7%
Clay Deposits
14%
Closed Form Expression
7%
Closest Point
14%
Collected Data
7%
Complete Stress
14%
Compression Strength
17%
Compressive Strength
17%
Cone Penetration Test
9%
Dependent Behavior
14%
Digital Image Correlation
14%
Distribution Curve
14%
Dynamic Loads
14%
Dynamic Viscosity
17%
E Modulus
9%
Effective Size
7%
Elastic Range
7%
Elastic Wave
14%
Engineering
11%
Enhanced Approach
7%
Equivalent Diameter
14%
Experimental Result
29%
Experimental Trend
14%
Fem Model
14%
Field Observation
14%
Finite Element Analysis
16%
Flow Condition
7%
Fluid Dynamics
7%
Fluid Viscosity
12%
Fracture Plane
7%
Full Scale
7%
Grain Size
19%
Hard Rock
19%
Horizontal Stress
17%
Hydraulics
36%
Illustrates
8%
Initial and Boundary Condition
7%
Injection Pressure
17%
Internal State Variable
14%
Intrinsic Permeability
7%
Joints (Structural Components)
17%
K Factor
7%
Lognormal
7%
Marine Clay
14%
Master Curve
9%
Modal Analysis
7%
Moving Window
7%
Numerical Application
14%
Numerical Implementation
14%
Numerical Model
14%
Numerical Modeling
7%
Operational Condition
14%
Optical Radar
21%
Pavement Material
7%
Penetrability
7%
Physical Model
32%
Piezoelectric
43%
Plane Strain
14%
Plasticity Index
7%
Point Cloud
35%
Porosity
14%
Predicted Value
7%
Pulse Velocity
14%
Recursive
28%
Recycled Material
28%
Reference Axis
7%
Rest State
7%
Rock Slope
7%
Salt Mines
23%
Saturated Hydraulic Conductivity
7%
Scatterer
14%
Shear Wave
20%
Shear Wave Velocity
100%
Situ Measurement
7%
Situ Test
14%
Size of Particle
14%
Stokes Law
14%
Strain Component
7%
Strain Hardening
9%
Strain Profile
14%
Stress Condition
7%
Superficial Surface
7%
Surface Model
28%
Temperature Range
7%
Tensiles
9%
Test Data
21%
Test Result
53%
Testing Method
7%
Tunnel
10%
Tunnel Construction
10%
Ultrasonics
14%
Waterproofing
28%
Wave Velocity
9%