Keyphrases
Time-dependent Behavior
100%
Granular Soil
100%
Saturated Condition
100%
Soil Particles
100%
Flooding Effect
100%
Crushing Effect
100%
Drying Conditions
66%
Particle Breakage
66%
Disaggregation
66%
Flooding Condition
66%
Aspect Ratio
33%
Image Analysis
33%
Microhardness
33%
Oedometer Test
33%
Multistage Loading
33%
Creep Behavior
33%
Breakage
33%
Hyperbolic Functions
33%
Compression Behavior
33%
Characteristic Curve
33%
Vickers Hardness Test
33%
Test Load
33%
Constant Rate of Strain Test
33%
Work-as-done
33%
Solidity
33%
Digital Image Processing Technique
33%
Shape Descriptor
33%
Clay Minerals
33%
Bonding Material
33%
Digital Image Processing
33%
Compression Curve
33%
Shape Characteristics
33%
Particle Crushing
33%
Circularity
33%
Plastic Work
33%
One-dimensional Compression Test
33%
Crushing Mechanism
33%
Microquartz
33%
Breakage Ratio
33%
Dry Specimen
33%
Saturated Specimens
33%
Engineering
Granular Soil
100%
One Dimensional
100%
Dependent Behavior
100%
Breakage
100%
Soil Particle
75%
Dry Condition
50%
Saturated Condition
50%
Image Processing
50%
Microhardness
50%
Multistage
25%
Constant Rate
25%
Roundness
25%
Rates of Strain
25%
Bonding Material
25%
Compression Curve
25%
Plastic Work
25%
Circularity
25%
Creep
25%
Image Processing Method
25%
Oedometer Test
25%
Characteristic Curve
25%
Compression Tests
25%
Aspect Ratio
25%