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« Back to Previous Page
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A. 15 t/m2
B. 18 t/m2
C. 20 t/m2
D. 27 t/m2
 Posted by Civil EngineerAsked on September 8, 2016 12:56 pm
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