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