Keyphrases
Groundwater
100%
Mathematical Convergence
65%
H-convergence
65%
Surface Model
65%
Shear Stress
65%
Shear Wave Velocity
65%
Numerical Convergence
57%
Convergence Domain
54%
Numerical Error
54%
Convergence Test
49%
Element Size
46%
Solute
40%
Limit of Detection
40%
Horizontal Stress
39%
Anisotropy
39%
Geomechanics
37%
Steady State
36%
Pumping Well
35%
Rock Interface
33%
Recursive Analysis
32%
Low Porosity
32%
Wave Interaction
32%
Parameter Dependence
32%
Stress Distribution
32%
Cohesionless Backfill
32%
Riverbank Filtration
32%
Unsaturated Seepage
32%
Watershed Scale
32%
Point Cloud Data
32%
Index Parameters
32%
Regional Groundwater
32%
Groundwater Model
32%
Groundwater Flow
32%
Single-hole
32%
Rock Joints
32%
Stress Criterion
32%
Stress Displacement
32%
Scale-dependent
32%
Strain Profile
32%
Topographic Factors
32%
Rockslide
32%
Soft Rock
32%
Contextual Analysis
32%
Stress-strain
32%
Aquifer Dynamics
32%
Multilayer Aquifer
32%
Reflected Pressure Wave
32%
Steady-state Conditions
32%
Blast Test
32%
LNAPL
32%
Glaciofluvial Deposits
32%
Mixed Light
32%
Initial Soils
32%
Soil Water Saturation
32%
Heavy Metals
32%
Liquid Metal
32%
X-ray Micro-computed Tomography
32%
Erosion Monitoring
32%
Overtopping
32%
Laboratory Model
32%
Non-detects
32%
Digital Image Correlation
32%
Concentration Data
32%
Polymer Tubing
32%
Gas Diffusion
32%
Passive Diffusion
32%
Dimensionless Model
32%
Marine Clay
32%
Champlain
32%
Fabric Anisotropy
32%
Clay Fabric
32%
2-D Resistivity
32%
Inverse Problem
32%
Meshing Technique
32%
Urban Stressors
32%
Multi-isotope Approach
32%
Emerging Organic Compounds
32%
Anthropogenic Contamination Sources
32%
Model Misspecification
32%
Regression on Order Statistics
32%
Skewed Data
32%
Environmental Data
32%
Champlain Sea Clay
32%
Persistent Scatterer InSAR
32%
Ground Penetrating Radar
32%
Finite Element Modeling
32%
Subsidence
32%
Buried Ice
32%
Drone
32%
Cold In-place
32%
Velocity Tomography
32%
Recycled Materials
32%
Computed Tomography Analysis
32%
Numerical Solution
27%
Contact Erosion
24%
Censored Data
24%
Maximum Likelihood Estimator
24%
Aquifer
22%
Point Cloud
21%
Rock Surface
21%
Engineering
Surface Model
65%
Shear Wave Velocity
65%
Experimental Result
49%
Hard Rock
43%
Test Result
40%
Horizontal Stress
39%
Finite Element Analysis
38%
Operational Condition
32%
Recursive
32%
Point Cloud
32%
Elastic Wave
32%
Porosity
32%
Joints (Structural Components)
32%
Complete Stress
32%
Strain Profile
32%
Comprehensive Review
32%
Digital Image Correlation
32%
Detection Limit
32%
Contaminated Medium
32%
Bayesian Framework
32%
Dimensionless
32%
Marine Clay
32%
Conductive
32%
Scatterer
32%
Fem Model
32%
Recycled Material
32%
Pulse Velocity
32%
Ultrasonics
32%
Piezoelectric
28%
Actuator
28%
Tensiles
21%
Wave Velocity
21%
Master Curve
21%
E Modulus
21%
Shear Strength
16%
Stress Condition
16%
Rock Slope
16%
Moving Window
16%
Rest State
16%
Applicability
16%
Collected Data
16%
Subsurface
16%
Fine Mesh
16%
Edge Detector
16%
Autocorrelation Function
16%
Resistive
16%
Structured Mesh
16%
Mesh Refinement
16%
Numerical Modeling
16%
Anisotropic
13%
Pulse Duration
10%
Tangential Stress
10%
Finite Element Modeling
10%
Deviatoric Stress
10%
Key Parameter
10%
Borehole
10%
Free Surface
10%
Gaseous Diffusion
10%
Diffusion Coefficient
10%
Biological Degradation
10%
Oxygen Transfer
10%
Electron Acceptor
10%
Laplace Space
10%
Ordinary differential equations
10%
Mathematical Model
10%
Clay Layer
10%
Measurement Location
10%
Arrival Time
10%
Complex Modulus
10%
Hot mix asphalt
10%
Pavement Material
10%
Numerical Solution
8%
Fitting Curve
8%
Stability Analysis
8%
Instrument Calibration
8%
Illustrates
8%
Excavation Method
8%
Multiple Scale
8%
Compression Strength
8%
Compressive Strength
8%
Overburden
8%
Direct Shear Test
8%
Scalar Field
8%
Limit State
8%
Tunnel Construction
8%
Direction Perpendicular
8%
Interaction Behavior
8%
Engineering
8%
Construction Application
8%
Dynamic Loads
8%
Compression Test
8%
Rock Mechanics
8%
Engineering Tool
8%
Rock Bursts
8%
State Condition
8%
Physical Model
8%
Soil Structure Interactions
8%
Pressure Coefficient
8%
Backfilling
8%
Hydraulic Gradient
8%