Experimental investigation on the settlement of fills under saturated and unsaturated conditions

Keyphrases

• Airport 100%
• Aviation Industry 50%
• Creep Behavior 50%
• Deformation State 50%
• External Loading 50%
• Filling Material 100%
• High Embankment 100%
• Hilly Region 50%
• Mainland China 100%
• Matric Suction 50%
• Mountainous Areas 50%
• Oedometer 50%
• Plastic Deformation 50%
• Sandy Gravel 50%
• Saturated Condition 100%
• Seasonal Variation 50%
• Self-experience 50%
• Self-weight 50%
• Soil Strength 50%
• Stress Path 50%
• Stress State Variable 50%
• Stress-strain 50%
• Suction 50%
• Unsaturated Conditions 100%
• Water Content 100%
• Water Temperature 50%

Engineering

• Creep 50%
• Deformation State 50%
• Experimental Investigation 100%
• Experimental Result 50%
• External Loading 50%
• Fill Material 50%
• Filling Material 50%
• Matric Suction 50%
• Moisture Content 100%
• Mountainous Region 50%
• Plastic Deformation 50%
• State Variable 50%
• Stress Path 50%
• Stress State 50%
• Stress-Strain Relations 50%