MCQOPTIONS
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| 1. |
In which one of the following zones is a logarithmic spiral shape of failure surface assumed in the case of bearing capacity analysis of C-φ soils ? |
| A. | Active zone |
| B. | Passive zone |
| C. | Radial shear'zone |
| D. | Surcharge zone |
| Answer» D. Surcharge zone | |