- 2073 Bhadra · 2+2+2+2 marks
CU test: σ3 200, σ1 550, u 80
Short answer
Effective stresses are sigma3' = 120 kPa and sigma1' = 470 kPa. With c' = 0, sin phi' = 350/590 = 0.593, so phi' = 36.4 degrees. The failure plane is inclined at 45 + phi'/2 = 63.2 degrees to the horizontal, or 26.8 degrees to the specimen axis.
A consolidated undrained triaxial test was performed on a normally consolidated saturated clay and the cell pressure, = 200 kN/m², axial stress, = 550 kN/m² and pore water pressure, = 80 kN/m² were measured. Answer the following: i) Plot the Mohr circle of stresses in regard to total stress. ii) Plot the Mohr circle of stresses in regard to effective stress. iii) Assume the condition of normal consolidation and c' = 0. Then obtain the value of . iv) If Mohr-Coulomb's failure criterion is assumed to be valid, then determine the direction of failure plane that might occur within the specimen.
Data: , , kN/m². Deviator stress kN/m². Effective stresses: , kN/m².
i) Mohr circle, total stress
Centre , radius . The circle cuts the -axis at 200 and 550.
ii) Mohr circle, effective stress
Centre , radius . The circle cuts the -axis at 120 and 470. It is the total stress circle shifted left by .
tau
| / /
| / / (effective circle)
| / / .-'''-. (total circle)
| / / .-'.-'''-. \
| / /.-' ' ' |
+-+--+---+----+-------+-+-- sigma
0 120 200 470 550
iii) Effective friction angle
For :
(For information, the total stress angle is , .)
iv) Direction of the failure plane
The failure plane is inclined to the major principal plane (horizontal) at
So the plane is at about to the horizontal, which is to the axis of the specimen.
Answer: ; failure plane at about to the horizontal.
✓ Answer checked by Claude Opus 5.5 (high effort)
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