Influence of principal stress direction on the stress-strain-strength behaviour of completely decomposed granite

Earth and Planetary Sciences

• Specimen 100%
• Granite 100%
• Whirl 66%
• Strain 66%
• Anisotropy 33%
• Undrained Test 33%
• Investigation 33%
• Soil 33%
• Surface Pressure 33%
• Position (Location) 33%
• Variation 33%
• Show 33%
• Occurrence 33%

Engineering

• Strength Behavior 100%
• Strength Parameter 66%
• Major Principal Stress 66%
• Cylinder 66%
• Measurement 33%
• Experimental Result 33%
• Localisation 33%
• Stress State 33%
• Confining Stress 33%
• Stress Deviator 33%
• Angles of Rotation 33%
• Excess Pore Pressure 33%
• Significant Influence 33%

Physics

• Granite 100%
• Rotation 66%
• Anisotropy 33%
• Pressure 33%
• Position (Location) 33%
• Variations 33%