Pullout Capacity, R A (10 6 lb) 



5 



10 



15 



20 









■ 



i 



• 



| 



I 







-— D = 7.6 m 





-a 

 u 

 E 



3 

 SO 



c 

 ■5 



_0 



c 



- 









v. 



u 



<J 



o 

 a. 

 u 



-D 



_ 





Y* — D = 2.4m 



\^ D = 4.9 m 







- 





-D= 1.2 m \ 









■ 





• 



1 i 





1 





20 



40 60 



Pullout Capacity, R A (MN) 



80 



- 150 



250 



300 



350 



450 



100 



Figure 25. Pile axial pullout capacity in soil category A. 



55 



