Keyphrases
Friction-induced
100%
Thermo-mechanical Stress
100%
Heat Exchanger pile
100%
Temperature Variation
28%
Numerical Model
28%
Maximum Stress
28%
Pile Foundation
28%
Thermal Elongation
28%
Foundation Performance
28%
Numerical Analysis
14%
Temperature Rise
14%
Analytical Model
14%
Pile-soil Interaction
14%
Friction
14%
Uniform Temperature
14%
Heat Exchanger
14%
Temperature Stress
14%
Soil Improvement
14%
Axial Stress
14%
Elastic-plastic
14%
Displacement Field
14%
Stress Increment
14%
Elastoplastic Soil
14%
Fixity
14%
Stress Change
14%
Interface Element
14%
Soil Profile
14%
Frictional Resistance
14%
Stationary Conditions
14%
Operational Mode
14%
Interface Effect
14%
Lateral Stress
14%
Internal Stress
14%
Spring Model
14%
Thermo-mechanical Loading
14%
Mechanical Constraints
14%
Strain Compatibility
14%
Foundation pile
14%
Thermo-mechanical Coupling
14%
Pile Strain
14%
Thermo-hydro-mechanical Coupling
14%
Recent Approaches
14%
Soil-pile Interface
14%
Paper Interface
14%
Engineering
Isothermal
100%
Mechanical Stress
100%
Heat Exchanger Pile
100%
Soil Pile
71%
Pile Foundations
42%
Numerical Model
28%
Maximum Stress
28%
Transients
14%
Temperature Change
14%
Simulation Result
14%
Induced Stress
14%
Analytical Model
14%
Temperature Increase
14%
Mechanical Loading
14%
Axial Stress
14%
Frictional Resistance
14%
Axisymmetric
14%
Preliminary Analysis
14%
Displacement Field
14%
Exchanger
14%
Interface Element
14%
Stationary Condition
14%
Internal Stress
14%
Hydromechanical Coupling
14%
Lateral Stress
14%
Thermomechanical Coupling
14%