MCQOPTIONS
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| 1. |
For designing end bearing piles of square cross-section in clays having average unconfmed compressive strength of 6 t/m 2 , the net ultimate bearing capacity may be taken as |
| A. | 15 t/m 2 |
| B. | 18 t/m 2 |
| C. | 20 t/m 2 |
| D. | 27 t/m 2 |
| Answer» C. 20 t/m 2 | |