Keyphrases
Clay
100%
Compressibility
11%
Cone Resistance
12%
CPTu
35%
Critical State Soil Mechanics
11%
Design Approach
18%
Effective Stress
23%
Embankment
13%
Embankment Failure
11%
Eurocode
22%
Excess Pore Water Pressure
13%
Factor Approach
17%
Failure Test
26%
Field Vane
15%
Finite Element Method
20%
Finland
54%
Game Optimization
11%
Hydraulic Behavior
11%
Laboratory Testing
10%
Load Combination
29%
Measurement Uncertainty
15%
Oedometer Test
13%
Partial Factors
17%
Permanent Load
19%
Piezocone
37%
Pore Pressure
12%
Preconsolidation Pressure
21%
Safety Factor
20%
Sample Disturbance
12%
Sample Quality
15%
Sensitive Clay
57%
Shear Strength
13%
Sleeve Friction
13%
Soft Clay
62%
Soft Sensitive Clay
57%
Soft Soil
22%
Soil Behavior Type
10%
Soil Conditions
13%
Soil Model
18%
Soil Parameters
18%
Strain Softening
18%
Stratification Model
17%
Tampere
24%
Transformation Model
30%
Transport Agency
14%
Undrained Shear Strength
75%
University of Technology
14%
Vane
16%
Variable Load
18%
Water Content
13%
Engineering
Anisotropic
28%
Block Sample
11%
Broad Range
8%
Characteristic Value
10%
Coefficient of Variation
13%
Compressibility
11%
Cone Resistance
17%
Correlation Model
11%
Deformation Property
14%
Diameter Tube
13%
Digital Data
8%
Effective Stress
40%
Equilibrium Method
8%
Eurocodes
27%
Factor of Safety
12%
Finite Element Analysis
35%
Full Scale
17%
Hydraulics
14%
Input Parameter
10%
Load Combination
34%
Loading Cycle
8%
Measurement Uncertainty
26%
Mechanical Property
14%
Moisture Content
22%
Oedometer Test
16%
Overconsolidation Ratio
11%
Partial Factor
17%
Railway
26%
Rates of Strain
14%
Repeatability
11%
Research Project
13%
Retaining Walls
13%
Safety Factor
8%
Sample Tube
13%
Shear Modulus
8%
Shear Strength
12%
Similarities
8%
Sleeve Friction
13%
Softening Behavior
17%
Soil Condition
16%
Soil Deposit
8%
Soil Mechanics
11%
Soil Parameter
23%
Stability Analysis
11%
Strength Parameter
13%
Stress History
11%
Stress-Strain Relations
10%
Test Result
11%
Test Site
33%
Undrained Shear Strength
94%
