Experimental Study on Static Load of Large-Diameter Piles in Nonuniform Gravel Soil

Table 5

Results of static load test.

Pile number	Maximum load (kN)	Maximum load settlement (mm)	Bearing capacity under ultimate load (kN)	Settlement under ultimate load (mm)	Rebound rate (%)
No. 1	4000	40.68	3600	12.89	10.06
No. 2	5400	40.1	4800	30.01	12.36
No. 3	4800	40.51	4200	28.92	16.84
No. 4	8800	40.83	8000	26.76	18.94