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