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

For designing end bearing piles of square cross-section in clays havin

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» C. 20 t/m2

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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

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