Engineering
Compatibility
25%
Constitutive Model
50%
Design Concept
25%
Displacement Field
75%
Elastic Solution
25%
Energy Engineering
100%
Evaluation
25%
Large Strain
25%
Load Level
25%
Minimum Energy
25%
Nonlinear Analysis
100%
Nonlinear Response
25%
Pile Group
100%
Requirements
25%
Shear Strain
25%
Simple Procedure
25%
Simulation
25%
Strain Level
25%
Superposition
25%
Yields
25%
Earth and Planetary Sciences
Agreement
20%
Clay
100%
Compatibility
20%
Construction
20%
Difference
20%
Displacement
60%
Evaluation
20%
Model
40%
Pile Group
100%
Requirement
20%
Response
40%
Shaft
20%
Shape
20%
Shear Strain
20%
Simulation
20%
Soil
100%
Strain
20%
Value
20%
Variation
20%
Volume Change
20%
Yield
20%