Earth and Planetary Sciences
Consolidation
100%
Stress Ratio
30%
Difference
23%
Value
23%
Pore Pressure
15%
Shear Strength
15%
Soil Structure
15%
Response
15%
Strain
15%
Specimen
7%
Slurry
7%
Strength of Materials
7%
Cohesive Soil
7%
Illite
7%
Moisture Content
7%
Laboratory
7%
Sample
7%
Investigation
7%
Purpose
7%
Dependence
7%
Condition
7%
Failure
7%
Ratio
7%
Clay
7%
Engineering
Stress Ratio
30%
Anisotropic
15%
Shear Strength
15%
Experimental Result
7%
Laboratories
7%
One Dimensional
7%
Cohesive Soil
7%
Effective Stress
7%
Maximum Principal Stress
7%
Failure Criterion
7%
Axial Strain
7%
Compression Test
7%
Constant Value
7%
Isotropic Case
7%
Experimental Value
7%
Rate Deformation
7%
Relative Magnitude
7%
Axis Parallel
7%
Pressure Coefficient
7%
Radial Strain
7%
Characteristics
7%
Failure (Mechanical)
7%
Determines
7%
Moisture Content
7%
INIS
values
38%
strains
23%
soils
23%
failures
15%
anisotropy
15%
pore pressure
15%
shear strength
15%
laboratories
7%
one-dimensional calculations
7%
compression
7%
deformation
7%
moisture
7%
clays
7%
slurries
7%
pressure coefficient
7%
illite
7%