ko:0.06 

 d/L = 0.079 



* W:0.048 ft; JH:0.08 ft 

 ■ "W:O.I 12 ft; 'HiO.IS ft 



• 'W:0.264 ft; ■h:0.4I ft 



Figure 21. W(a)/W patterns at 3-inch circular pile as W increases. 

 Test conditions: T = 2.32 seconds, d = 1.00 foot, 

 G = 25 feet. 



42 



