15 



10 



I 

 From Vesic (1969) 

 i 

 Engineering judgment 



2 4 6 8 10 



Ratio of depth of embedment to fluke size, D/B. 

 Figure B-l. Relationships between the breakout factor, N Q , and the 

 relative depth, D/B, at <f> = 30° for the SUPSALV sand 

 anchor. 



15 



is 10 



1 I 



B = 2 f t - Sand Fluke q 



= 6 ft - Equivalent Circle * 





N = Const at D/B = 7 for 



the rectangular sand fluke 



12 



16 



20 



Depth - (ft) 



Figure B-2. 



Relationship between Breakout Factor 

 and Depth for a clean sand with 

 *= 30°. 



39 



