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Järjestys:
Keyphrases
Clay
100%
Undrained Shear Strength
85%
Soft Clay
77%
Sensitive Clay
73%
Finland
63%
Soft Sensitive Clay
55%
Piezocone
37%
Transformation Model
37%
CPTu
36%
Preconsolidation Pressure
28%
Load Combination
27%
Tampere
27%
Eurocode
26%
Failure Test
25%
Effective Stress
22%
Soil Parameters
22%
Tube Sampler
22%
Soft Soil
21%
Safety Factor
19%
Finite Element Method
19%
Soil Model
18%
Permanent Load
18%
Design Approach
18%
Variable Load
17%
Excess Pore Water Pressure
17%
Factor Approach
16%
Stratification Model
16%
Partial Factors
16%
Oedometer Test
16%
Cone Penetration Test
16%
Sleeve Friction
16%
Pore Pressure
15%
CPTu Test
15%
Vane
15%
Sample Quality
14%
Geotechnical Engineering
14%
Field Vane
14%
Measurement Uncertainty
14%
Silt
14%
Soil Conditions
13%
Transport Agency
13%
University of Technology
13%
Strain Hardening Behavior
13%
Water Content
12%
Shear Strength
12%
Yield Stress
12%
Embankment
12%
Laboratory Testing
11%
Constrained Modulus
11%
Cone Resistance
11%
Engineering
Undrained Shear Strength
84%
Effective Stress
38%
Embankment
36%
Test Site
32%
Finite Element Analysis
32%
Anisotropic
25%
Measurement Uncertainty
25%
Load Combination
24%
Soil Parameter
22%
Railway
21%
Oedometer Test
19%
Eurocodes
19%
Rates of Strain
18%
Softening Behavior
16%
Yield Point
16%
Partial Factor
16%
Sleeve Friction
16%
Full Scale
15%
Soil Condition
15%
Constrainedness
15%
Hydraulics
13%
Deformation Property
13%
Coefficient of Variation
12%
Sample Tube
12%
Diameter Tube
12%
Factor of Safety
11%
Shear Strength
11%
Geotechnical Engineering
11%
Strength Parameter
11%
Compressibility
11%
Repeatability
11%
Soil Mechanics
11%
Test Result
11%
Structural Load
11%
Preconsolidation Pressure
11%
Excess Pore Pressure
10%
Input Parameter
10%
Reference Time
9%
Constant Rate
9%
Stress-Strain Relations
9%
Characteristic Value
9%
Retaining Walls
8%
Cone Resistance
8%
Cone Penetration Test
8%
Soil Deposit
8%
Safety Factor
8%
Digital Data
8%
Plugging-In
8%
Site Investigation
8%
Analytical Approach
8%
