Preliminary laboratory assessments of a lightweight geocomposite material for embankment fill application

Earth and Planetary Sciences

• Backfill 33%
• Coefficient of Friction 33%
• Dry Density 33%
• Hydraulic Conductivity 33%
• Polystyrene 100%
• Residual Soil 33%
• Sandy Soil 33%
• Shear Strength 33%
• Shear Test 33%
• Slope Angle 66%
• Slope Stability 33%

Keyphrases

• Drained Condition 9%
• Embankment Fill 100%
• Embankment Height 18%
• Embankment Material 9%
• Fully Saturated 9%
• Good Conductivity 9%
• Gravelly Sand 18%
• Laboratory Assessment 100%
• Lower Slope 9%
• Natural Soil 9%
• Optimal Friction Coefficient 9%
• Parameter Stability 9%
• Rainfall Effects 9%
• Retaining Structure 9%
• Road Embankment 9%
• Silty Sand 36%
• Slope Angle 18%
• Slope Embankment 18%
• Stability Chart 9%

Engineering

• Applied Stress 8%
• Cement Content 8%
• Direct Shear Test 8%
• Dry Density 8%
• Embankment Fill 100%
• Embankment Slope 16%
• Fine Content 16%
• Fine Sand 8%
• Friction Angle 8%
• Friction Coefficient 8%
• Geocomposite 100%
• Hydraulics 8%
• Induced Settlement 8%
• Lateral Support 8%
• Road Embankment 8%
• Roadsides 16%
• Sandy Soil 8%
• Shear Strength Parameter 8%
• Slope Angle 16%
• Slope Stability 8%