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| 1. |
A clay soil specimen when tested in unconfined condition gave an unconfined compressive strength of 100 kN/m2. A specimen of the same clay with the same initial condition is subjected to a UU triaxial test under a cell pressure of 100 kN/m2. The axial stress (in kN/m2) at failure would be |
| A. | 150 |
| B. | 200 |
| C. | 250 |
| D. | 300 |
| Answer» C. 250 | |