INIS
soils
100%
walls
41%
design
40%
monitoring
34%
instability
33%
comparative evaluations
33%
rocks
31%
optical fibers
31%
shear strength
29%
hydraulics
29%
laboratories
29%
stability
28%
depth
28%
sensors
28%
tubes
26%
values
26%
erosion
25%
strains
25%
sand
25%
piles
25%
damage
25%
surfaces
23%
failures
20%
pvc
20%
chile
16%
cities
16%
energy
16%
testing
15%
apparatus
15%
underground
14%
applications
14%
shear
14%
evaluation
14%
data
14%
rock mechanics
12%
soil mechanics
12%
wires
12%
aging
12%
water tables
12%
steels
12%
tailings
12%
sensitivity analysis
12%
fiber optics
12%
earthquakes
12%
moisture
12%
pavements
12%
investigations
12%
california
12%
cones
12%
inclinometers
10%
Engineering
Cohesionless Soil
44%
Hydraulic Gradient
44%
Internal Instability
33%
Effective Stress
29%
Brillouin Zone
28%
Rock Mass
25%
Optical Time
25%
Internals
25%
Time Domain
25%
Internal Stability
25%
Optical Fiber
22%
Test Specimen
16%
Shear Strength
14%
Numerical Approach
12%
Numerical Model
12%
Energy Engineering
12%
Thermal Response Test
12%
Progression
12%
Displacement Sensor
12%
Aging Effect
12%
Shear Strength Parameter
12%
Confining Pressure
12%
Strength Parameter
12%
Failure Surface
12%
Fine Soil
12%
Plate Load Test
12%
Cone Penetration Test
12%
Pavement Design
12%
Consolidation Theory
12%
Periodic Time
10%
Multistage
10%
Tailings Dam
8%
Saturated Condition
8%
Axial Displacement
6%
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%
Keyphrases
Optical Fiber
31%
Brillouin Optical Time Domain Reflectometry (BOTDR)
28%
PVC Tube
19%
Cohesionless Soil
19%
Permeameter
19%
In Situ
16%
Effective Stress
16%
Back Analysis
15%
Numerical Model
15%
Masonry
15%
Internal Erosion
12%
Sensor-based
12%
Fine Soil Fraction
12%
Hydro-mechanical Modeling
12%
Fine Fraction
12%
Megathrust
12%
Structural Damage
12%
Laboratory Characterization
12%
Rock Mechanics
12%
In Situ Characterization
12%
Soil Mechanics
12%
Pillar Design
12%
Underground Structure
12%
Rock pillar
12%
Sensing System
12%
Test Research
12%
Shear Strength Parameters
12%
Displacement Sensor
12%
Aging Effect
12%
Cyclic Shear Strength
12%
Tailings Sand
12%
Shotcrete
12%
Geosynthetics
12%
Static Response
12%
Chile Earthquake
12%
Site Conditions
12%
Anchor pile
12%
Pile Wall
12%
Valdivia
12%
Horizontal Displacement
12%
Shear Test
12%
Gravel
12%
Internal Stability
12%
California Bearing Ratio
12%
Cone Penetration Test
12%
California Bearing Ratio Test
12%
Pavement Design
12%
Hardening Soil
12%
Unsaturated Tailings
12%
Soil Constitutive Model
12%
