Keyphrases
Sodium Chloride
100%
Single-hole
81%
Salt Mine
74%
Blast Testing
54%
Surface Model
54%
Scale-dependent
54%
Shear Stress
54%
Rock Surface
45%
Blast Test
41%
In Situ
37%
Time-dependent Behavior
36%
Blast Hole
34%
Parameter Dependence
32%
Creep Law
32%
Surface Roughness
31%
Strain Profile
31%
Geomechanics
31%
Terrestrial Laser Scanning
30%
Rock Interface
28%
Recursive Analysis
27%
Horizontal Stress
27%
Cohesionless Backfill
27%
Distributed Fiber Optic Strain Sensing
27%
Support Elements
27%
Numerical Implementation
27%
Time-dependent Model
27%
Systematic Measurement
27%
Self-weight Consolidation
27%
Laser Scanning Survey
27%
Index Parameters
27%
Rock Joints
27%
Stress Criterion
27%
Stress Displacement
27%
LiDAR Survey
27%
Hydraulic Properties
27%
Geoengineering
27%
Scan Registration
27%
Pull Test
27%
Iterative Closest Point
27%
Internal Variables Model
27%
Rock Bolt
27%
Enhanced Scan
27%
Bias Filtering
27%
Rockslide
27%
Soft Rock
27%
Reflected Pressure Wave
27%
Wave Interaction
27%
Stress Distribution
27%
Surface Characterization
27%
Boundary Conditions Effects
27%
Engineering
Salt Mines
78%
Test Result
74%
Point Cloud
68%
Surface Model
54%
Recursive
54%
Creep
49%
Strain Hardening
40%
Optical Radar
40%
Applicability
40%
Hard Rock
36%
Law Creep
36%
Dependent Behavior
36%
Constitutive Model
36%
Experimental Result
34%
Strain Profile
32%
Illustrates
29%
Elastic Wave
27%
Pull Test
27%
Strain Sensing
27%
Fibre Strain
27%
Complete Stress
27%
Operational Condition
27%
Rock Bolt
27%
Numerical Implementation
27%
Porosity
27%
Horizontal Stress
27%
Field Observation
27%
Internal State Variable
27%
Experimental Trend
27%
Closest Point
27%
Plane Strain
27%
Boundary Condition
27%
Hydraulics
27%
Tunnel
27%
Fiber Optics
27%
Numerical Application
27%
Joints (Structural Components)
27%
Creep Model
27%
Borehole
22%
Deviatoric Stress
22%
Hardening Model
22%
Engineering
22%
Tunnel Construction
20%
Tensiles
18%
Strain Rate
18%
Measurement Scale
13%
Laser Scanner
13%
Strain Component
13%
Superficial Surface
13%
Reference Axis
13%
