Keyphrases
1D Consolidation
57%
Adaptive Neuro-fuzzy Inference System
40%
Clay
78%
Codes of Practice
34%
Consolidation Parameters
28%
Creep
57%
Creep Model
47%
Decision Support System
57%
Earthquake
47%
Elastoplastic Model
28%
Finite Element Analysis
38%
Frozen Soil
28%
Fuzzy Based
57%
Fuzzy Inference System
42%
Fuzzy Sets
100%
Genetic Algorithm
57%
Geotechnical Engineering
45%
Geotechnical Investigation
72%
Geotechnical Site Characterization
48%
Granular Media
95%
Histogram
38%
Interval-based
38%
Lack of Data
38%
Lack of Information
42%
Lateral Pressure Coefficient
42%
Number of Sites
42%
Optimal Combination
35%
Parameter Optimization
64%
Parameter Uncertainty
77%
Peat
66%
Pressuremeter Test
28%
Probabilistic Approach
35%
Probabilistic Input
28%
Probability Function
28%
Reinforced
42%
Safety Factor
50%
Set-based
38%
Site Characterization
57%
Soil Nail Wall
35%
Soil Nailing
57%
Soil Properties
34%
Soil Variability
57%
Stability Design
28%
Standard Projects
42%
Stress-assisted Diffusion
57%
Underground Gas Storage
28%
Underground Gas Storage Reservoir
28%
Uniform Probability Distribution
28%
User Documentation
28%
Vertical Cut
28%
Engineering
Applicability
38%
Applied Force
28%
Bayesian Updating
28%
Civil Engineering Application
28%
Computer Simulation
28%
Consolidation Parameter
28%
Creep
57%
Creep Model
38%
Design Code
28%
Diffusion Equation
42%
Energy Engineering
35%
Eurocodes
38%
Feasibility Study
28%
Finite Element Method
52%
Fokker
28%
Fuzzy Inference System
71%
Genetic Algorithm Method
28%
Geometric Parameter
28%
Geotechnical Engineering
45%
Geotechnical Investigation
95%
Geotechnical Site Investigation
71%
Geotechnics
28%
Histogram
38%
Horizontal Displacement
28%
Input Information
28%
Insulation System
28%
Lateral Pressure
61%
Limited Number
28%
Loading Rate
28%
Minimal Number
28%
Natural Slope
28%
Objective Function
42%
Optimal Combination
35%
Parameter Uncertainty
85%
Ports and Harbors
28%
Pressure Coefficient
28%
Probabilistic Approach
57%
Probability Function
28%
Research Work
28%
Safety Factor
50%
Seismic Loads
28%
Soil Mass
28%
Soil Parameter
57%
Soil Reinforcement
35%
Soil Testing
28%
Stability Analysis
35%
Subgrade
28%
Support System
57%
Uncertainty Quantification
28%
Underground Gas Storage
28%