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