Laboratory performance of reduced-scale reinforced embankments at different moisture contents

Keyphrases

• Content Value 20%
• Earth Deformation 20%
• Earth Pressure 20%
• Earthen Structures 20%
• Embankment 60%
• Embankment Model 100%
• Embankment Slope 20%
• Embankment Surface 20%
• Excess Pore Water Pressure 20%
• Factor Value 20%
• Failure Surface 20%
• Geotextile Reinforcement 20%
• Improved Methodology 20%
• Instrumented Test 20%
• Interface Shear Test 20%
• Interface Strength 20%
• Internal Stability 20%
• Laboratory Performance 100%
• Lean Clay 20%
• Marginal Soils 20%
• Matric Suction 40%
• Moisture Content 100%
• Moisture Reduction Factor 40%
• Numerical Model 20%
• Numerical Simulation 20%
• Optimum Moisture Content 20%
• Pullout 20%
• Reduced Scale 100%
• Reinforced 20%
• Reinforced Embankment 100%
• Reinforced Soil Structures 20%
• Reinforcement Layer 40%
• Reinforcement Material 20%
• Reinforcement Strain 20%
• Soil Materials 20%
• Soil Matric Suction 20%
• Strength Stability 20%
• Strip Footing 20%
• Strip Load 20%
• Test Description 20%
• Test Simulation 20%
• Water Content 60%

Engineering

• Computer Simulation 33%
• Embankment Slope 33%
• Excess Pore Pressure 33%
• Failure Surface 33%
• Geotextile Reinforcement 33%
• Interface Strength 33%
• Internal Stability 33%
• Marginals 33%
• Matric Suction 100%
• Numerical Model 33%
• Optimum Moisture Content 33%
• Reduction Factor 66%
• Reinforced Embankment 100%
• Reinforcement Layer 66%
• Reinforcement Material 33%
• Test Data 33%
• Test Embankment 33%
• Test Setup 33%