Characterizing the deformation behavior of tertiary sandstones

Engineering

• Experimental Result 100%
• Plastic Deformation 100%
• Hydrostatic Stress 100%
• Deformation Behavior 100%
• Induced Deformation 100%
• Elastic and Plastic Deformation 100%
• Constitutive Model 50%
• Experimental Technique 50%
• Hard Rock 50%
• Tunnel Excavation 50%
• Stress Path 50%
• Shearing 50%
• Plastic Component 50%
• Plastic Potential Surface 50%
• Hardening Rule 50%
• Pure Shear 50%

Keyphrases

• Deformation Behavior 100%
• Tertiary Sandstone 100%
• Shear Dilation 60%
• Plastic Deformation 60%
• Deformational Behavior 60%
• Shear Stress 40%
• Hydrostatic Stress 40%
• Volumetric Deformation 40%
• Elastic-plastic Deformation 20%
• Nonlinear Elasticity 20%
• Constitutive Model 20%
• Potential Surface 20%
• Hard Rock 20%
• Stress Path 20%
• Tunnel Excavation 20%
• Tunnel Squeezing 20%
• Failure State 20%
• Crown Settlement 20%
• Plastic Components 20%
• Loading-unloading 20%
• Plastic Potential 20%
• Pure Shear Test 20%
• Volumetric Dilation 20%
• Hardening Rule 20%
• Nonlinear Elastic Deformations 20%