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INIS
soils
100%
walls
47%
design
37%
sand
33%
comparative evaluations
31%
monitoring
30%
instability
29%
rocks
28%
optical fibers
28%
values
27%
strains
26%
shear strength
26%
hydraulics
25%
laboratories
25%
stability
25%
depth
25%
sensors
25%
damage
23%
tubes
23%
erosion
22%
piles
22%
surfaces
20%
failures
19%
pvc
17%
chile
17%
earthquakes
15%
cities
14%
energy
14%
shear
14%
testing
14%
apparatus
13%
underground
13%
applications
13%
evaluation
12%
modeling
12%
data
12%
configuration
11%
rock mechanics
11%
soil mechanics
11%
wires
11%
aging
11%
water tables
11%
steels
11%
tailings
11%
sensitivity analysis
11%
fiber optics
11%
buckling
11%
residential buildings
11%
reinforced concrete
11%
assessments
11%
Engineering
Cohesionless Soil
39%
Hydraulic Gradient
39%
Internal Instability
29%
Effective Stress
26%
Brillouin Zone
25%
Rock Mass
22%
Optical Time
22%
Internals
22%
Time Domain
22%
Internal Stability
22%
Optical Fiber
19%
Test Specimen
14%
Shear Strength
12%
Numerical Approach
11%
Numerical Model
11%
Energy Engineering
11%
Thermal Response Test
11%
Progression
11%
Displacement Sensor
11%
Aging Effect
11%
Shear Strength Parameter
11%
Confining Pressure
11%
Strength Parameter
11%
Failure Surface
11%
Fine Soil
11%
Plate Load Test
11%
Consolidation Theory
11%
Cone Penetration Test
11%
Pavement Design
11%
Horizontal Stress
11%
Periodic Time
9%
Multistage
9%
Tailings Dam
7%
Saturated Condition
7%
Axial Displacement
5%
Inclinometer
5%
Pile System
5%
Good Agreement
5%
Pipe Configuration
5%
Induced Settlement
5%
Saturated Sand
5%
Actuator
5%
Measurement
5%
Design Method
5%
Computer Simulation
5%
Longitudinal Strain
5%
Geometric Configuration
5%
Masonry Structure
5%
Common Type
5%
Numerical Modeling
5%
Keyphrases
Optical Fiber
28%
Brillouin Optical Time Domain Reflectometry (BOTDR)
25%
PVC Tube
16%
Cohesionless Soil
16%
Permeameter
16%
In Situ
14%
Effective Stress
14%
Back Analysis
14%
Numerical Model
14%
Masonry
13%
Internal Erosion
11%
Sensor-based
11%
Fine Soil Fraction
11%
Hydro-mechanical Modeling
11%
Fine Fraction
11%
Megathrust
11%
Structural Damage
11%
Laboratory Characterization
11%
Rock Mechanics
11%
In Situ Characterization
11%
Soil Mechanics
11%
Pillar Design
11%
Underground Structure
11%
Rock pillar
11%
Sensing System
11%
Test Research
11%
Shear Strength Parameters
11%
Displacement Sensor
11%
Aging Effect
11%
Cyclic Shear Strength
11%
Tailings Sand
11%
Shotcrete
11%
Geosynthetics
11%
Static Response
11%
Chile Earthquake
11%
Site Conditions
11%
Anchor pile
11%
Pile Wall
11%
Valdivia
11%
Horizontal Displacement
11%
Shear Test
11%
Gravel
11%
Internal Stability
11%
Hardening Soil
11%
Unsaturated Tailings
11%
Soil Constitutive Model
11%
Saturated Condition
11%
Consolidation Theory
11%
One-dimensional Consolidation
11%
Thin-walled
11%
