Keyphrases
Embankment
100%
Creep Degradation
100%
Soft Sensitive Clay
100%
Creep Coefficient
66%
Degradation Behavior
33%
Creep
33%
Inter-particle Bonding
33%
Reconstituted Clay
33%
Creep Test
16%
Consolidation Analysis
16%
Viscosity
16%
Structure Parameters
16%
Constant Strain Rate
16%
Test Embankment
16%
Coupled Consolidation
16%
Finite Element Code
16%
Undrained Creep
16%
Soft Marine Clay
16%
Enhanced Model
16%
Elasto-viscoplastic Model
16%
Liquid Limit
16%
Structured Clay
16%
Particle Debonding
16%
General Applicability
16%
Direct Way
16%
Engineering
Creep
100%
Input Parameter
8%
Test Embankment
8%
Marine Clay
8%
Enhanced Model
8%
Strain Rate
8%
Debonding
8%
Fluid Viscosity
8%
Creep Test
8%
Liquid Limit
8%
Finite Element Analysis
8%
Material Science
Creep
100%
Debonding
7%
Strain Rate
7%
Finite Element Methods
7%