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Keyphrases
Polystyrene
100%
Backfill Material
100%
Shear Properties
100%
Direct Shear
100%
Cemented Soil
100%
Constant Normal Stress
100%
Normal Stress
83%
Backfill Soil
83%
Constant Volume
66%
Expanded Polystyrene Beads
66%
Friction Angle
50%
Shear Parameters
50%
Optimum Moisture Content
33%
Maximum Density
33%
Composite Materials
16%
Gravel
16%
Sand
16%
Bond Strength
16%
Strain-induced
16%
Stress Testing
16%
Poor Drainage
16%
Lightweight Composites
16%
Retaining Wall
16%
Two-mode
16%
Friction Coefficient
16%
Vertical Displacement
16%
Granular Backfill
16%
Soil Particles
16%
Shear-induced
16%
Geocomposite Material
16%
Dry Soil
16%
Embankment
16%
Lightweight Embankment
16%
Uniformity Coefficient
16%
Pore Water Pressure
16%
Soil Shear
16%
Drainage Condition
16%
Vertical Strain
16%
Constant Volume Conditions
16%
Volume Test
16%
Volume Friction
16%
Engineering
Backfill Material
100%
Constant Volume
100%
Shear Property
100%
Friction Angle
60%
Optimum Moisture Content
40%
Embankment
40%
Test Data
20%
Soil Particle
20%
Geocomposite
20%
Retaining Walls
20%
Bond Strength
20%
Pore Water Pressure
20%
Composite Material
20%
Coefficient of Friction
20%
Volume Test
20%
Earth and Planetary Sciences
Polystyrene
100%
Backfill
100%
Cemented Soil
100%
Shear Property
100%
Embankment
28%
Porewater
14%
Water Pressure
14%
Coefficient of Friction
14%
Composite Material
14%
Gravel
14%
Retaining Wall
14%
Material Science
Polystyrene
100%
Shear Property
100%
Density
40%
Composite Material
20%
Stress Analysis
20%
Coefficient of Friction
20%
Gravel
20%