

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 | |