INIS
soils
100%
walls
43%
monitoring
36%
instability
35%
rocks
33%
comparative evaluations
33%
optical fibers
33%
shear strength
31%
hydraulics
30%
laboratories
30%
stability
30%
sensors
30%
design
29%
tubes
27%
erosion
26%
strains
26%
sand
26%
piles
26%
damage
26%
values
25%
surfaces
25%
failures
21%
pvc
21%
chile
17%
cities
17%
energy
17%
depth
17%
testing
16%
apparatus
16%
underground
15%
applications
15%
shear
15%
data
14%
rock mechanics
13%
soil mechanics
13%
wires
13%
aging
13%
water tables
13%
steels
13%
evaluation
13%
tailings
13%
sensitivity analysis
13%
fiber optics
13%
earthquakes
13%
inclinometers
11%
loading
11%
mining
10%
configuration
10%
distribution
10%
length
10%
Keyphrases
Optical Fiber
33%
Brillouin Optical Time Domain Reflectometry (BOTDR)
30%
PVC Tube
20%
In Situ
17%
Back Analysis
16%
Numerical Model
16%
Masonry
16%
Internal Erosion
13%
Sensor-based
13%
Effective Stress
13%
Fine Soil Fraction
13%
Hydro-mechanical Modeling
13%
Fine Fraction
13%
Megathrust
13%
Structural Damage
13%
Laboratory Characterization
13%
Rock Mechanics
13%
In Situ Characterization
13%
Soil Mechanics
13%
Pillar Design
13%
Underground Structure
13%
Rock pillar
13%
Sensing System
13%
Test Research
13%
Shear Strength Parameters
13%
Displacement Sensor
13%
Aging Effect
13%
Cyclic Shear Strength
13%
Tailings Sand
13%
Shotcrete
13%
Geosynthetics
13%
Static Response
13%
Chile Earthquake
13%
Site Conditions
13%
Anchor pile
13%
Pile Wall
13%
Valdivia
13%
Horizontal Displacement
13%
Shear Test
13%
Gravel
13%
Rock Mass
11%
Laboratory Data
11%
Strain Field
11%
Earthquake
10%
Vibration Period
10%
Reconstituted Samples
8%
Tailings Dam
8%
Cyclic Strength
8%
Cohesionless Soil
6%
Hydro-mechanical
6%
Engineering
Cohesionless Soil
33%
Hydraulic Gradient
33%
Brillouin Zone
30%
Rock Mass
26%
Optical Time
26%
Internals
26%
Time Domain
26%
Optical Fiber
23%
Internal Instability
22%
Effective Stress
17%
Shear Strength
15%
Internal Stability
13%
Numerical Approach
13%
Numerical Model
13%
Energy Engineering
13%
Thermal Response Test
13%
Progression
13%
Displacement Sensor
13%
Aging Effect
13%
Shear Strength Parameter
13%
Confining Pressure
13%
Strength Parameter
13%
Failure Surface
13%
Fine Soil
13%
Plate Load Test
13%
Periodic Time
11%
Tailings Dam
8%
Axial Displacement
7%
Inclinometer
6%
Pile System
6%
Good Agreement
6%
Pipe Configuration
6%
Induced Settlement
6%
Saturated Sand
6%
Actuator
6%
Measurement
6%
Design Method
6%
Computer Simulation
6%
Longitudinal Strain
6%
Geometric Configuration
6%
Masonry Structure
6%
Common Type
6%
Numerical Modeling
6%
Friction Angle
6%
One-Dimensional Flow
6%
Momentum Balance Equation
6%
Failure Envelope
6%
Distribution Curve
6%
Failure Mode
6%
Particle Size Analysis
6%
