Computer · Soil Mechanics
In a consolidated drained triaxial shear test on a normally consolidated clay, the pore water pressure at failure is zero, and the effective major principal stress is three times the effective minor principal stress. What will be the angle of internal friction?
Verified Solution4 OptionsUpdated: October 2026👁️1 View
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- 1sin-113✓
- 2sin-112
- 3sin-123
- 4sin-11√2
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sin-113
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