Instability of granular soils under strain path testing

Engineering

• Granular Soil 100%
• Strain Path 100%
• Test Result 50%
• Stress State 50%
• Loose Sand 50%
• Constrains 50%
• Strain Increment 50%
• Failure Stress 50%
• Input Parameter 50%

Keyphrases

• Strain Development 50%
• Stress Control 50%
• General Stress 50%