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


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