For designing end bearing piles of square cross-section in clays having average unconfmed compressive strength of 6 t/m2, the net ultimate bearing capacity may be taken as

1. 

For designing end bearing piles of square cross-section in clays having average unconfmed compressive strength of 6 t/m2, the net ultimate bearing capacity may be taken as
[A]. 15 t/m2
[B]. 18 t/m2
[C]. 20 t/m2
[D]. 27 t/m2

Answer: Option B

Explanation:

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