Computer · Soil Mechanics
An unconsolidated undrained compressive test on saturated clayey soil was performed at zero confinement pressure. The sample failed at 100 kPa normal stress. The corresponding shear strength parameters as per Mohr's circle of stress would be:
Verified Solution4 OptionsUpdated: October 2026👁️1 View
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- 1Cohesion = 50 kPa, Angle of internal friction = 5°
- 2Cohesion = 50 kPa, Angle of internal friction = 0°✓
- 3Cohesion = 100 kPa, Angle of internal friction = 0°
- 4Cohesion = 100 kPa, Angle of internal friction = 5°
Correct answer
Cohesion = 50 kPa, Angle of internal friction = 0°
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