Mathematics · Soil Mechanics
A cohesionless soil sample (c = 0) failed in a triaxial test under a deviator stress of 200 kPa when the confining pressure was 100 kPa. For the same sample, what would be the deviator stress at failure if the confining pressure is increased to 200 kPa?
- 1600 kPa
- 2450 kPa
- 3400 kPa✓
- 4550 kPa
Correct answer
400 kPa
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