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INIS
aging
10%
apparatus
12%
applications
13%
assessments
12%
chile
16%
cities
13%
comparative evaluations
27%
configuration
10%
curves
15%
damage
23%
data
11%
depth
23%
design
34%
earthquakes
13%
energy
13%
erosion
20%
evaluation
13%
failures
17%
hydraulics
23%
instability
26%
laboratories
23%
liquefaction
16%
modeling
21%
monitoring
27%
one-dimensional calculations
14%
optical fibers
25%
piles
20%
pvc
16%
rock mechanics
10%
rocks
25%
sand
30%
sensitivity analysis
12%
sensors
22%
shear
14%
shear strength
25%
silt
13%
soil mechanics
10%
soils
100%
stability
23%
steels
10%
strains
27%
surfaces
18%
tailings
20%
testing
12%
tubes
21%
underground
11%
values
24%
walls
42%
water tables
10%
wires
10%
Keyphrases
Aging Effect
10%
Anchor pile
10%
Back Analysis
16%
Brillouin Optical Time Domain Reflectometry (BOTDR)
32%
Chile Earthquake
10%
Cohesionless Soil
35%
Constitutive Model
12%
Cyclic Shear Strength
10%
Effective Stress
16%
Energy pile
10%
Fine Fraction
10%
Fine Soil Fraction
10%
Geosynthetics
10%
Gravel
10%
Horizontal Displacement
10%
Hydraulic Gradient
21%
Hydro-mechanical
18%
Hydro-mechanical Modeling
10%
In Situ
15%
In Situ Characterization
10%
Internal Erosion
20%
Internal Instability
23%
Internal Stability
20%
Laboratory Characterization
10%
Masonry
12%
Megathrust
10%
Numerical Model
14%
Numerical Modeling
13%
Numerical Sensitivity Analysis
10%
Permeameter
18%
Pile Wall
10%
PVC Tube
21%
Reconstituted Samples
11%
Rock Mass
18%
Rock Mechanics
10%
Sand
13%
Seepage
16%
Seepage Flow
16%
Sensor-based
20%
Shotcrete
10%
Simple Sensor
10%
Site Conditions
10%
Soil Mechanics
10%
Static Response
10%
Structural Damage
13%
Tailings Sand
10%
Temporal Progression
10%
Thermal Response Test
10%
Valdivia
10%
Wall Displacement
10%
Engineering
Aging Effect
10%
Brillouin Zone
22%
Cohesionless Soil
25%
Comparative Analysis
10%
Cone Penetration Test
10%
Confining Pressure
10%
Consolidation Theory
10%
Constitutive Model
20%
Displacement Sensor
10%
Effective Stress
20%
Experimental Investigation
10%
Failure Surface
10%
Fine Soil
10%
Friction Angle
10%
Global Buckling
10%
Horizontal Displacement
10%
Horizontal Stress
10%
Hydraulic Gradient
25%
Inclinometer
10%
Internal Instability
20%
Internal Stability
20%
Mine Tailing
10%
Numerical Analysis
8%
Numerical Approach
20%
Numerical Model
14%
Numerical Modeling
25%
One Dimensional
12%
Optical Fiber
32%
Pavement Design
10%
Periodic Time
8%
Pile Wall
10%
Plate Load Test
10%
Reinforced Concrete
10%
Residential Building
10%
Rock Mass
23%
Sensing System
6%
Shear Strength
10%
Shear Strength Parameter
10%
Side Wall
8%
Soil Stiffness
10%
Static Response
10%
Strain Sensing
6%
Strand
10%
Strength Parameter
10%
Structural Configuration
6%
Subgrade
10%
Tailings Dam
6%
Test Specimen
10%
Time Domain
20%
Underground Structures
10%
