Mechanical behaviour of unsaturated expansive clay under K0 conditions

Earth and Planetary Sciences

• Unsaturated Soil 100%
• Void Ratio 50%
• Atmospheric Pressure 50%
• Clay Mineral 50%
• Desaturation 50%
• Moisture Content 50%
• Soil Testing 50%
• London Clay 50%
• London 50%

Engineering

• Stress Path 100%
• Expansive Clay 100%
• Mechanical Response 66%
• Radial Stress 33%
• Degree of Saturation 33%
• Complex Stress 33%
• Limitations 33%
• Atmospheric Pressure 33%

INIS

• clays 100%
• soils 60%
• data 40%
• laboratories 20%
• voids 20%
• prediction 20%
• saturation 20%
• matrices 20%
• equipment 20%
• minerals 20%
• testing 20%
• water content 20%
• atmospheric pressure 20%
• colleges 20%