Keyphrases
Numerical Methods
100%
Excess Pore Water Pressure
100%
Time-dependent Loading
100%
Smear Effect
100%
Soft Ground
100%
Stone Column
100%
Smear Zone
100%
Consolidation Model
100%
Free-strain Consolidation
100%
Sinusoidal Load
66%
Reinforced
33%
Large Amplitude
33%
Ramp Loading
33%
Small Amplitude
33%
Loading Rate
33%
Constant Loading
33%
Consolidation Behavior
33%
High Mass Loading
33%
Practical Engineering
33%
Free Strain
33%
Composite Foundation
33%
Sharp Change
33%
Loading Frequency
33%
Strain Conditions
33%
Engineering Case
33%
Consolidation Characteristics
33%
Partial Differential Equation Solvers
33%
Engineering
Excess Pore Water Pressure
100%
Free Strain
100%
Smear Zone
100%
Stone Column
100%
Numerical Methods
100%
Applicability
33%
Loading Frequency
33%
Strain Condition
33%
Consolidation Characteristic
33%
Engineering
33%
Loading Rate
33%
Partial Differential Equation
33%