Keyphrases
Anisotropy
21%
Block Samplers
14%
Catcher
34%
Clay
85%
Coarse-grained Soil
17%
Comparison Sample
14%
Constrained Modulus
21%
CPTu Test
21%
Deformation Properties
14%
Field Vane Test
21%
Finland
67%
Friction Measurement
42%
Geotechnical Characterization
42%
Geotechnical Investigation
14%
Geotechnical Issue
14%
Good Repeatability
21%
High-quality Sample
22%
Investigation Program
42%
Laboratory Investigation
42%
Laboratory Testing
28%
Large Diameter Tube
21%
Lubricant
42%
Marine Clay
14%
Measurement Accuracy
42%
Piezocone
57%
Piston
31%
Plugging in
42%
Preconsolidation Pressure
21%
Sample Quality
17%
Seismic piezocone (SCPTu)
14%
Sensitive Clay
21%
Silty Soil
42%
Simple Shear Test
14%
Sleeve Friction
64%
Small Tube
42%
Soft Clay
35%
Soft Sensitive Clay
100%
Soft Soil Deposits
14%
Soil Plug
42%
Strength Properties
14%
Tampere
28%
Testing Program
14%
Transformation Model
21%
Transport Agency
14%
Triaxial Shear Test
14%
Undrained Shear Strength
21%
University of Technology
28%
Vane
21%
Vane Shear
14%
Very Soft Clay
21%
Engineering
Applicability
14%
Deformation Property
42%
Densification
42%
Diameter Tube
64%
Field Investigation
28%
Geotechnical Investigation
42%
High Resolution
14%
Marine Clay
42%
Mm Diameter
42%
Moisture Content
21%
Parameter Estimation
14%
Past Decade
14%
Plugging-In
42%
Poor Quality
14%
Quality Data
14%
Railway
42%
Repeatability
21%
Research Project
42%
Sample Tube
21%
Simple Shear
42%
Site Investigation
42%
Sleeve Friction
64%
Soil Condition
14%
Soil Deposit
42%
Soil Parameter
14%
Soil Sample
21%
Test Site
64%
Undrained Shear Strength
21%