Computer · Soil Mechanics
In an Unconsolidated Undrained (UU) Triaxial compression test on a purely cohesive soil (φ = 0), failure was observed at a deviatoric stress of 60 kN/m2 under a confining pressure of 50 kN/m2. If the confining pressure is increased to 100 kN/m2, the deviatoric stress at failure will be:
Verified Solution4 OptionsUpdated: October 2026👁️1 View
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- 1160 kN/m2
- 2120 kN/m2
- 3110 kN/m2
- 460 kN/m2✓
Correct answer
60 kN/m2
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