Keyphrases
Inverse Analysis
100%
Self-learning Simulation
100%
Triaxial Compression Test
100%
Sand Behavior
100%
Boundary Value Problem
66%
Sand
66%
Uniform Strain
66%
Nonuniform Stress
66%
Soil Behavior
66%
Laboratory Testing
66%
Platen
66%
Two Dimensional
33%
Volume Change
33%
Stress-strain
33%
Bulge
33%
Data Reduction
33%
Displacement Measurement
33%
External Load
33%
Failure Criterion
33%
Load Estimation
33%
Mohr-Coulomb Criterion
33%
Slip Surface
33%
Uniform Strain Distribution
33%
General Loading Conditions
33%
Sand Specimen
33%
Uniform Stress Distribution
33%
Drucker-Prager Criterion
33%
Behavior Characterization
33%
Principal Stress Rotation
33%
Octahedral Plane
33%
Spatially Mobilized Plane
33%
Matsuoka-Nakai
33%
Stress-dilatancy
33%
Mobilized Friction Angle
33%
Intermediate Principal Stress
33%
Dilatancy Characteristics
33%
Drained Behavior
33%
Engineering
Compression Test
100%
Failure Criterion
100%
Boundary Value
66%
Two Dimensional
33%
Loading Condition
33%
Data Reduction
33%
Displacement Measurement
33%
Stress-Strain Relations
33%
External Load
33%
Dilatancy
33%
Mohr-Coulomb Failure
33%
Slip Surface
33%
Friction Angle
33%
Intermediate Principal Stress
33%
Octahedral Plane
33%