Keyphrases
Binary Mixture
100%
Sand
100%
Root Zone
100%
Load Response
100%
Mechanical Modeling
100%
Bulk Mechanical Properties
100%
Relative Difference
37%
Angular Sand
37%
Volumetric Strain
25%
Prediction Model
25%
Shear Modulus
25%
Failure Response
25%
Density Porosity
12%
Phenomenological Models
12%
Bulk Density
12%
Shear Behavior
12%
To Determine the Effectiveness
12%
Predictive Models
12%
Elastoplastic
12%
Cubical Triaxial Tester
12%
Shear Response
12%
Confining Pressure
12%
Bulk Modulus
12%
Elastic Parameters
12%
Isotropic Compression
12%
High Porosity
12%
Volumetric Stress
12%
Compression Behavior
12%
Compression Response
12%
Different Size Fraction
12%
Failure Strength
12%
Engineering
Relative Difference
100%
Binary Mixture
100%
Volumetric Strain
66%
Failure Response
66%
Phenomenological Model
33%
Bulk Density
33%
Confining Pressure
33%
Shear Modulus
33%
Bulk Modulus
33%
Modulus of Shear
33%
Shear Property
33%
Failure Strength
33%
Material Science
Binary Mixture
100%
Elastic Moduli
100%
Density
33%