Keyphrases
Sand
100%
Strain Path
100%
Critical State Model
100%
Second-order Work
100%
Axial Symmetry
100%
Stiffness
50%
Bifurcation
50%
Stress Response
50%
High Stress
50%
Critical State Line
50%
Strain Hardening Modulus
50%
Stress-strain Response
50%
Response Envelope
50%
Drained Triaxial Compression Test
50%
Non-ideal Flow
50%
Stress Path
50%
Hostun Sand
50%
Unstable States
50%
Critical State Soil Mechanics
50%
Mobilized Friction Angle
50%
Undrained Triaxial Compression Test
50%
Constitutive Model
50%
Engineering
Strain Path
100%
State Model
100%
Stress-Strain Relations
50%
Constitutive Model
50%
Stress Path
50%
Soil Mechanics
50%
Critical State Line
50%
Friction Angle
50%
Hardening Modulus
50%
Compression Tests
50%